TECHNOLOGY FORCONSTRUCTION INDUSTRY OFBANGLADESH

TECHNOLOGY FOR CONSTRUCTION INDUSTRYOF BANGLADESH

MD ASHADUZZAMAN

A project submitted to the Department of Industrial amp ProductionEngineering Bangladesh University of Engineering amp Technology

Dhaka in partial fulfillment of the requirementsfor the degree of

MASTER OF ENGINEERING

INADVANCED ENGINEERING MANAGEMENT AEM)

APRIL 18 2004

111111111111111111111111111111991631

DEPARTMENT OF INDUSTRIAL amp PRODUCTION ENGINEERING

BANGLADESH UNIVERSITY OF~ENGINEERING ANDTECHNOLOGY

DHAKA-1000 BANGLADESH

BYMD ASHADUZZAMAN

STUDENT NO 040008101P

Approved as to the style and content by

DM~~SlmProfessorDept of IPESUET Dhaka

A-JMuLP~2 Dr Md Mazharul Hoque

ProfessorDept of CESUET Dhaka

3 Dr~hsan Akhtar HasinAssociate ProfessorDept of IPESUET Dhaka

Chairman(Supervisor)

Member

April2004

BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY

DHAKA-lOOO BANGLADESH

DECLARA nON

I hereby certify that the research work reported in this project has been

performed by me and that this work has not been submitted elsewhere for

any other purpose without written permission Irom the author

April 2004

~Md Asha~~zt~~an

ACKNOWLEDGEMENT

The author wishes to express his deepest gratitude to Dr M Anwarul Azim

Professor Department of Industrial and Production Engineering IIPEI SUET

for his continuous guidance invaluable suggestions and affectionate

encouragement in many stages of this study

This author is grateful to M Ahsan Akhtar Hasin Associate Professor

Department of Industrial and Production Engineering (IPE) SUET for

rendering his helping hands during the course of this study

This author wishes to express his profound gratitude to Dr Mahiuddin

Ahmed Professor and previous Head Department of Industrial and

Production Engineering lIPE) SUET for the interest taken by him in this

research and for his miscellaneous help

This author is also grateful to DeSign Planning and Management Consultants

Ltd for their helping hands during the course of this study

Last but not least the author owes his deep sense of gratitude to his only

tiny daughter and family members for spends time during project work

Author

ABSTRACT

The Indus Valley civilization shows that Indian subcontinent had a leadership in

the advancement in construction Technology and Industry over the world But

unfortunately this part of the sub-continent especially Bangladesh could not

cope with the modern technological advancementConstruction technologies can on the basis of their content of labor and

equipment be classified as equipment intensive labor intensive and labor basedtechnology In recent years technological innovation in design analysis

construction materials construction methods etc have resulted in significant

changes in construction industry Computer aids have improved capabilities for

generating worth designs reducing th time requirement to produce alternative

designs to ensure safety with economy New technologies not only haveenhanced the quality of construction but also have shortened the time for shop

fabrication and field erection Construction methods have advanced throughvarious stages of mechanization and automation including the latest

development of construction robotics That means trend is advanced

technologyIn this study 25 numbers of six to nine storied buildings and 4 numbers of

twenty to thirty storied buildings have been studied It has been observed that

the construction industry in Bangladesh dominated by labor-intensive

technology lower grade material and primitive construction procedure In mostof the cases 29 more cost involvement has been observed These madeconstruction indl1stry of Bangladesh an inefficient one Use of high qualitymaterial easily saves huge monitory loss in this sector This will require active

participation of Engineers in design house and in field Further detail study may

enhance this fact elaboratelyDifferent sizes 10 numbers building of different excavation depth have been

studied Of these considering PWD stpound jard rate of works it has been observed

that for deeper excavation excavator or equipment intensive technology ischeaper than labour intensive excavation For ending conclusion of equipment

intensive excavation require further detailed investigationBangladesh cOl1ld regain leadership in the construction industry over the world

through accepting and participating in the advancement of the modern

technologies The scopes are waiting ahead Entrepreneur especially the

Engineers should come forward to take the challenge to advance Bangladesh in

that directionAuthor

CONTENTS

Declaration

Acknowledgement

Abstract

Contents

List of Figures

List of Tables

List of Graphs

Abbreviation

CHAPTER 1 INTRODUCTION

1~ Development of Construction Technology

12 Objective of the Project

13 Methodology

CHAPTER 2 TECHNOLOGIESINCONSTRUCTION INOUSTRY

21 Introduction to Technology in Construction Industry 7

22 Construction technologies on the basis of

labour and equipment

221 Equipment intensive Technology

222 labor Intensive Technology

223 labor Based Technology

23 Software Technology

231 Manpower (Humnware)

232 Information Infowarel

233 Organization (Orgaware)

24 Hardware Technology in 11

241 Excavation 12

242 Compaction and Grading 14

243 Drilling and Blasting 17

244 Lifting and Erecting 19

245 Mixing 19

246 Construction Tools and Other Equipment 20

247 Choice of Equipment and Standard Production Rates 21

248 BUildingMaterials 22

249 Construction Automation and Robotics 23

CHAPTER3 CONSTRUCTIONINDUSTRYOF BANGLADESH

31 Introduction 24

32 Some Big Constructions in Bangladesh 26

33 Constructions in Bangladesh Using Pre-Fabrication 29

34 Humnware Infoware Orgaware and Hardware in Bangladesh

341 Humnware 31

342 Infoware 32

3430rgaware 33

344 Hardware 34

CHAPTER 4 TECHNOLOGY ON EXCAVATION AND RCC

OF BANGLADESH

41 Technology in Excavation 35

411 Preliminary Stage 37

412 Time Analysis with Seasonal Effects 38

413 Cost Analysis and Result 40

42 Design and Specifications

421 Material for BUilding Construction 45

4211 Material in Bangladesh 46

4212 Reinforcement 47

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

4216 Interdependence of Humnware

Infoware and Hardware 51

4217 Analysis and Result 52

4219 Cost Analysis 60

CHAPTER 5 CONCLUSION AND RECOMMENDATIONS

51 Discussion

52 Conclusion

53 Scope of Future Works

REFERENCES

APPENDIX A 5T AADlPro input and output

APPENDIX B List of buildings for different strength

concrete and reinforcement

APPENDIX C List of buildings using excavatorlabour

for excavation work C-1

LIST OF FIGURES

Fig 1-1 la) Natural features caves and overhangs

Fig 1-1 (bll Crude shelter

Fig 1-1 c) Beehive hut

Fig 1-1 Id) Cone on cylinder

Fig 1-1 (e) Hipped-on cube

Fig 21 Excavation Equipment

Fig 2-2 Compaction amp Grading Equipment

Fig 2-3 Drilling amp Blasting Equipment

Fig 2-4 Construction Tools amp Other Equipments

Fig 31 National Assembly

Fig 3-2 Bangladesh Bank Bhaban

Fig 3-3 Islamic Development Bhaban

Fig 3-4 Bashundhara City

LIST OF TABLES

Table 4-1 5 Excavation Cost (Manual vs Excavator) 41Table 4-2 10 Excavation Cost (Manual vs Excavator) 41Table 4-3 15 Excavation Cost (Manual vs Excavator) 42Table 4-4 20 Excavation Cost (Manual vs Excavator) 42Table 4-5 ASTM 616 specifications for Deformed bar 47Table 4-6 8S4149 specifications for Twisted bar 47Table 4-7 Different Combinations of Rein and Concrete 50Table 4-8 Column Concrete Strength 44 kSIand Reinforcement

Strength 60 ksi 52Table 49 Beam Concrete Strength 44 ksi and Reinforcement

Strength 60 ksi 52Table 410 Column Concrete Strength 36 ksi and Reinforcement

Strength 60 ksi 53Table4-11 Beam Concrete Stren9th 36 ksi and Reinforcement

Strength 60 ksi 53Table 4-12 Column Concrete Strength 29 ksi and Reinforcement

Strength 60 ksi 54Table 4-13 Beam Concrete Strength 29 ksi and Reinforcement

Strength 40 ksi 56

Table 4-18 Column Concrete Strength 36 ksi and Reinforcement

Strength 40 ksi 57

Table 4-19 Beam Concrete Strength 3 6 ksi and Reinforcement

Strength 40 ksi 57

Strength 40 ksi 58

Table 4-21 Beam Concrete Strength 29 ksi and Reinforcement

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

Table 4-24 Concrete Cost as Per PWD Schedule 60

Table 4-25 Reinforcement Cost as Per PWD Schedule 60

Table 4-26 Reinforcement and Concrete Requirement 61

Table 4-27 Actual Reinforcement and Concrete ReqUirement 61

Table 4-28 Reinforcement and Concrete Cost in 100000 Taka 61

LIST OF GRAPHS

Graph 4-1 Excavation cost for 5 feet 43Graph 4-2 Excavation cost for 10 feet 43Graph 4-3 Excavation cost for 15 feet 44Graph 4-4 Excavation cost for 20 feet 44Graph 4-5 Total Cost of Concrete and Reinforcement 62Graph 4-6 Cost in Percentage for Concrete and Reinforcement 62

ADPASTM

GCRampD

ABBREVIATIONS

Annual Development Program

American Society for Testing Matenal

Bangladesh Standard

Bangladesh University of Engineering and Technology

General Agreement on Trade amp Services

Geographic Information System

KiloPound

Kilo-pound per Square Inch

Personal Computer

Pound-per Square Inch

Poly Vinyl Chloride

Public Works Department

Quality Control

Research amp Development

Reinforced Concrete

Reinforced Cement Concrete

United Kingdom

World Trade Organization

CHAPTER 1

INTRODUCTION

11 Development of Construction Technology

Building is the earliest form of technology In civil engineering construction

From the most primitive times humans required protection from the wild

animal elements of nature changing seasons and predators in natural

shelters such as caves and rock overhangs

Step by step they learned to improve their caves with inlaid stone floors

walls at the entrances and fireplaces Ultimately they began creating entirely

new habitats in locations that had no natural shelter

Shetters built from natural material~ indicate that they had knowledge of the

stress strain and insulation properties (heat cold and water-proofing) of the

materials used The use of hand-made bricks or stone blocks indicated

knowledge of properties such as compression forces The symmetrical

shapes of the designs indicated the knowledge and application of the

principles of geometry

Most communities had their own distinctive styles lor bUilding their houses

and archaeologists have uncovered many examples through the ages

[Shown in Fig l-1a) to Flg1-1 (e)]

Fig1-110)Naturalfeaturecoos andcerhangsNaturalshell likecaveoravehangswereusedas OleSlInleornobuldngmaterialswereused

Fig1-1(b)CrudehellerTemporary5lruelue5tht neededIItUeWOlt1ltmn5hlpMalerilsfouodnoarbywereusedndoITangedona udelrameworkofbrance

Fig 11 (el llBolllvo nulA ypcal bUlldng yle of Ihe Nguni people (Zuluand Xlloa) Vertical branenes were stabilisedtl1 hOzotal bltacing wiln nO ~istnclibetweon Ine walls nd Lne roof The saplingslrueuro was bound lOgeher by gass fibreropos and tho grass eong ws wn to Ihelerura Ih gras rope

Fig 1_1 (0) Hlpped-ltgtn cubWestern fiuecaled 10 Ihe introduction of Ihe gOwall cons1ructlon The walilayoo Iso ~caeheha or the roof Walls me higher and doorvayslarger

Fig 11 (d) Con on cylinderA typlcol style among Ihe Tswana Solho andVenda peoplo Tila roof IS para and can bcleorly idenllfied The rooF as mode lrcltn grassad the wallslrom dag or tyle 01cement

The bUilding trade is the earliest form of civil engineering construction Up to

13 century building technology in the sub-continent fell under three

category (a) Thatchery and mud houses made of thatched roof of bamboo

straw grass reed etc lb) stone masonry which included hewing laying and

carving of stone and (c) Brick masonry construction consisting of lime-surki

mortar in the city areas Between 13 and 18h century the feudal monarchs

and the land lords constructed monumental bUildings After the Industrial

revolution in the 180 century construction of factory buildings labor sheds

ware houses etc became the major construction activities With the

invention of the steam engine in the 18 century development of railways

started Besides the construction of roads ports and harbors inland and

offshore navigation developed simultaneously after the Second World War

reconstruction of the war ravaged infrastructure brought a boom In the civil

engineering construction Civil engineering also has attained modernization

an eventually in the seventies the development of chips and micro chips and

the high capacity single chip microprocessor made possible the development

of the micro computers The computer software technology has also

developed very fast simultaneously The development of the optical fiber

and the satellite technology has made a revolution and the internet has

brought the information technology to a stage which was unimaginable even

a decade ago As result knowledge based industries now dominate over the

previous machinery based industries Traditional construction industry as

gradually becomes obsolete and ineffective worldwide in these high tech

eras This new situation put construction industry a new challenge

In modern times the civil engineers built dams sluices regulators barrages

pump houses and p ower generation and many other structures which were

believed to be impossible to construct Gigantic modern off-shore structures

are now built which go to several hundred meters below sea level In the

field of bridge construction enormous progress have been achieved Bridges

has now become relatively cheap and can be built in extremely short timeThe most ambitious bridge development ever realized is certainly the Akashi-

Kaiko Bridge in Japan with a span of 1990 meter This gigantic endeavor at

the early age where only possible due to very sophisticated and heavy

erection equipment developed The successful construction of channel

tunnel Bull twinkle (492 m worlds tallest offshore platform) Louisianan

offshore oil port supertanker unloading capacity of 100000 barrel an houri

Kansai international airport a port reclaimed from sea bed containing

extremely soft soill testify to development capability of the civil engineeringprofession in modern times it will not be out of place to mention that during

the sixties intensive urbanization in many developed countries saw the

spectacular revolutionary concepts such as wall frame Interaction tube-in-

tube bundle tubes diagonally braced frame and compOSite construction

pioneered the high rise growth Developments of intelligent buildings that

can respond to earthquake and fire hazards are in the making

In recent years (Information agel technological innovation in design

materials and construction methods have resulted in significant changes in

construction costs Computer aids have improved capabilities for generation

quality designs as well as reducing the time required to produce alternative

designs New equipments and materials not only have enhanced the quality

of constructIOn but also have shortened the time for shop fabrication and

field erection Construction methods have gone through various stages of

mechanization and automation including the latest development of

construction robotics

The Global Trend

Competition in global market for better amp economic building construction is

increasing day by day Construction organizations are realizing that

responsiveness to market demands and adaptability to changing condition

Competitive prices are the hallmarks of successful enterprise Therefore

every construction organization wants to lower the cost by alternate deSign

interchanging material strength amp type uSing modern construction methods

and proper management So construction world is going for new technology

and saving both time and cost

The Bangladesh Context

Bangladesh has come a long way since its independence But a very few

organizations have adopted new construction technology and ability to build

high strength material with quality After 2004 due to WTD and GATS

Bangladesh market has to be made open to outside countries and most of

the organization will face difficult challenges from the competitors of other

countries To face this challenge effectively construction organizations need

to be more responsive to market demands lower the prices by choosing

proper construction technology in all stages of construction as well as

improve quality of material If construction organizations of Bangladesh will

able to qualify with other countries in competition they would have to

opportunity to work abroad

Bangladesh is one of the least developed countries in the world Regrettably

In Bangladesh most of the construction methods and design are oriented by

conventional method Though volume of building construction is large but

modern construction method and equipment facilities in most of the cases

are absent Only a small number of projects have been done or ongoing With

theses modern facilities Remarkable new and high strength material are also

not using in Bangladesh Only in some national bridgeroad construction

project modern equipment and material were used in Bangladesh Due to

absent of new and high strength materials new technologies new

equipments quality as well as effiCiency of building construction are very

Bangladesh is one of the least developing countries Contemporary

construction technology With high strength materials are not often uSing inbUildingconstruction sector The objective of this study IS to find out what

type of technology and materials are being using for building construction In

addition to find out if better technology is available why these are not

being accepted at present in construction sector of Bangladesh

Specific objectives of this study are

bull To study the exiting technological parameters in present day building

construction in Bangladesh

bull To study the economy of scale and factors as they relate to-

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

Methodologies used in this study are followings

I Study of the literature to identify the contemporary

technology in building construction in developing NIC and

developed economies

II Study of the local documents and of field data to find the

status of contemporary technology in the building industry in

Bangladesh

III Study the economy of scale and contemporary technology as

they relate to humnware Infoware and hardware

CHAPTER 2

TECHNOLOGIES IN CONSTRUCTION INDUSTRY

21 Introduction to Technology in Construction Industry

McGraw Hill Encyclopedia Defines Technology as 11

Technology is closely related to science and engineering Science deals with

humans understanding of real world around them - the interesting

properties of space matter energy and their interactions Engineering is the

application of objective knowledge to the creation of pians designs and

means for achieving desired objectives Technology deals with tools and

techniques for carrying out the plans

Construction Technology

Basic design and construction topics which include both field and office

activates which facilitate problem definition evaluation solution and

communication ie design electives electrical equipment estimating

formwork mechanical quantity surveying rigging scaffolding scheduling

shop drawings site planning surveying takeoff utilitiesfl9

Construction industry undoubtedly is the backbone and propelling force

behind our progress It has the potential to contribute to peoples lives in

many ways This needs high skill dynamic leadership broad vision great

courage latest technology and communication system

Modern science and technology have provided many useful tools like

computers~CPM-PERT-most productive and efficient machines financial

management procedures and many others But all these become redundant

and unproductive when these sophisticated and efficient tools are worked

by green and inexperienced hands who lack the basic ingredients of work

culture dedication and courage and people who are not imaginative and

innovative

22 Construction technologies on the basis of labour and equipment

Construction technologies can on the basis of their content of labour and

equipment be classified as

o Equipment Intensive

o Labour based and

o Labour Intensive Technologies

The choice of the technology may affect the overall cost the overall

duration of the construction and the overall quality of the asset Some

works allow only one type of technology while others can be done in

various ways Graphically equipment intensive labour Intensive and labor

based technologies are shown in below

Potential shift in labour contents by using labour-based methods

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

IIIlililillllIII-IIIliillllllnmmmllF

221 Equipment Intensive Technology

Equipment intensive technology is defined as the combination of labour and

equipment In which most work is done by labOUHeplacing equipment

supported by a small labour force Although the technology might be

appropriate in circumstances with high wage levels low labour availability

and high skill levels its application is often ineffective at local level where

individual projects are relatiVely small and dispersed over a large

geographical area

222 labour Intensive Technology

To avoid a common misconception it is important to distinguish between

labour basedmethods and labour Intensive methods In contrast with labour

based technology labour intensive approaches seek to maximize

employment with a minimum use of mechanized equipment often at the

expense of cost and quality

223 labour BasedTechnology

In selecting the most appropriate technology it is however important that

irrespective of the type of technology resources is used efficiently quality

standards are maintained and time limitations are observed For these

reasons labour based technology has been developed to maXimize

opportunities for the employment of labour (skilled and unskilled) while

supported by light equipment under strict conditions of cost

competitiveness acceptable engineering quality standards and timely

implementation Labour based work methods are competitive only if these

conditions are met and can then provide a lasting alternative to traditional

equipment-intensive construction methods

23 Software Technologies

Normally software means the written instructions executed by some

hardware Ie Programs that are needed to run for execution and manage

the computer and those which are used to solve the problem 111 The

Software technologies have three subdivisions which are

bull Manpower (Humnware)

bull Information (Infoware)

bull Organization (Orgaware)

231 Manpower (Humnwere)

We know manpower (humnware) is the person-embodied component of

technology 111 For construction works require different types of personal but

most of them require technical background Different disciplined engineer

site engineer supervisor foreman rod binders mason skilled labour helper

carpenter sanitary technicians electrical technicians and other personal are

the humnware

Productivity in construction IS often broadly defined as output per labor

hour Improvement of labor productivity should be a significant activity in

building construction In construction works vigorously pursue the efficient

utilization of labor So improvement of personnel related to this field is a

vital factor of construction industry

232 Information (Infoware)

Information IInfowarel is usually the document-embodied form of technology

[11 This inciudes the specifications market database for materials theories

charts database drawing codes books journals catalogs and other

documents Requisition and supply management work(s) are also includes in

infoware Infoware constitute a crucial part of construction industry For

construction works every step is related to infoware Proper constructions

need accurate material specification guided by the code(s] Proper

information is the key factor of any construction project

Within a frame work of the Organization (Orgawarel Manpower

(Humnware) Information (Infoware and Hardware technologies work 111

Organization techniques principles practices and arrangements that govern

the effective use of technology by humnware This includes construction

planning project management QC safety RampD

Organizational systems play the key role in construction industry Both the

success and failure of construction works widely depends on organization

An organization system includes Organization structure organization design

human resource poliCY and practice organization Culture work stress etc

Common organizational structures available in construction industries are-

bull Project organization

bull Matrix organization

bull Line and staff organization

24 Hardware Technology

Modern construction especially for large projects has grown in complexity

due to size cost and speed of construction Construction equipment is an

important resource and its planning assumes vital importance With the

rapidly changing technology both in design and construction areas

contractors are now shy of making heavy investment in heavy equipment

New innovation of construction equipment change the older method of

construction method and resultant is quicker and economic construction

Sometimes whole system is enhanced by new innovation Such as two

technological developments namely lilt and modern metal frame removed

the prevailing limitations on the height of the buildings Hardware is object-

embodies form of technology 111 such as Construction

equipmentmachineries all type of materials appliances computer paper

printer

The selection of appropriate construction equipment often affects the

required amount of time and effort and thus the job-site productivity of a

project It is therefore important for site managers and construction planners

to be familiar with the characteristics of the major types of equipment

Various types and important works are involved for construction Industry

Such as excavation loading compaction and grading drilling and blasting

equipment lift and erecting machineries mixing construction tools and

other equipment Different types of work require different type of hardwareand technology

Selection of most suitable and available equipment for a particular project is

a frequent problem for contractor Owner contractor and even the engineers

of our country are going for traditional method and material Sometimes due

to old technique and traditional material huge financial loss is the result

Money spent for equipments need to be considering as an investment

which can be recovered with a profit during the useful life of the equipment

241 Excavation

Types of equipment which are used to excavate earth and related materials

are known as excavator Excavation equipment includes the following

machines

1 Power shovels

2 Backhoes

3 Draglines

4 Clamshells and cranes

5 Trenching machines

6 Wheel-mounted belt loaders

Craneshovel consists 01 three major components

bull A carrier or mounting which provides mobility and stability for the

machine

bull A revolving deck or turntable which contains the power and

control units

bull A front-end attachment which serves the special function in an

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

0l Hook Lift (k) Conlaine CITi~r (1) RollOffTrmlers Carner

Fig 2-1 Excavation Equipmentl1Gl

The type of mounting for all equipments Ihardware) in the above figure is

referred to as crawler mounting which is particularly suitable for crawling

over relatively roughed surfaces at a job site Other types of mounting

include truck mounting and wheel mounting which provide greater mobility

between job sites but require better surfaces for their operation The

revolving deck includes a cab to house the person operating the mounting

andor the revolving deck In the above figure a crane with hook clamshell

[Fig2-1 (f)L drag line [Fig2-1 (c)] bac khoe shovellFig 2-1 laI(b)L pile

driver[Fig2-1 (d)] and other excavation equipment are shown

A tractor consists of a crawler mounting and a non-revolving cab When an

earth-removing blade is attached to the front end of a tractor the assembly

is called a bulldozer When a bucket is attached to its front end the

assembly is known as a loader or bucket loader There are different types of

loads designed to handle most efficiently materials of different weights and

moisture contents

Scrapers are multiple units of tractor-truck and blade-bucket assemblies with

various combinations to facilitate the loading and hauling of earthwork

Major types of scrapers include single engine two-axle or three-axel

scrapers twin-engine all-wheel-drive scrapers elevating scrapers and push-

pull scrapers Each type has different characteristics of rolling resistancemaneuverability stability and speed in operation

242 Compaction and Grading

Compaction grading and soil stabilization are the works of same category

and these are interrelated Many SOilsare subject to differential expansion

and shrinkage when they undergo change in moisture content If pavements

are to be constructed on such soils it IShighly desirable to stabilize them to

prevent or reduce the change volume in order to protect the pavements from

excessive damages

Stabilizations may be applied to a soil In its natural position or as it is placed

in a fill Also stabilization may be applied to the sub-grade sub-base or

base material

Some methods of stabilization are

L Blending and miXing heterogeneous soils to produce more

homogenous soils

bullbullbull Incorporating hydrated lime into soils that are high in clay content

bullbullbull Blending asphalt with the soil

t Mixing Portland cement with the soil

t Incorporating various types of slats into the soils

4 Incorporating certain chemicals into the soils

t Compacting the soils thoroughly after they are processed

The function of compaction equipment is to produce higher dense soil

mechanically The basic forces used in compaction are static weight

kneading impact and vibration The degree of compaction that may be

achieved depends on the properties of soil its moisture content the

thickness of the soil layer for compaction and the method of compaction

The function of grading equipment is to bring the earthwork to desired shape

and elevation Many soils are subject to differential expansion and shrinkage

when they undergo changes in moisture content Many soils also move and

rut when subjected to moving wheel loads If pavementsbuildings are to be

constructed on such soils It is usually necessary to stabilize them to reduce

the volume changes and strengthen them to the point where then can carry

the imposed load even when they are saturated

Major types of grading equipment include motor graders and grade trimmers

The former is an all-purpose machine for grading and surface finishing the

latter is used for heavy construction because of its higher operating speed

Many types of compaction equipment are available including the following -

Towed Sheepsfoot [Fig2-2Ia)L Grid Roller [Fig2-2(b)L Self-Propelled [Fig2-

21c)) Segmented Steel Wheel Roller[Fig2-2(dll Self Propelled Tamping Foot

Roller Self Propelled Vibratory Tamping Foot Roller[Fig2-2Iel) etc These

are different operating characteristics

(a) Sheepsfoot roller

(b) Grid roller

(d) Two-Axle Tandem Steel-wheeled Roller

(c) Self Propelled Pneumatic-tiredRoller

(e) Self-Propelled Smooth-drumvibratory Roller

243 Drilling and Blasting

Drilling operation used by the construction and mining industries to drillholes in both rock and earth The task of rock excavation includes looseningloading hauling and compacting The loosening operation is specialized forrock excavation and is performed by drilling and blasting

Rock excavation is a risky and hard task ReqUire special equipment andmethods for this operation The degree of difficulty depends on physicalcharacteristics of the rock type which to be excavate Grain sizes planes ofweakness weathering brittleness and hardness of rock strata are the vitalfactors of rock excavation The task of rock excavation includes looseningloadlllg hauling and compacting The loosening operation is specialized forrock excavation and is performed by drilling blasting or rippling

Major types of drilling equipment are percusSion drills and rotary-percussiondrills A percussion drill penetrates and cuts rock by impact while it rotateswithout cutting on the upstroke

Common type of percussion drills includes a jackhammer which is hand heldand others which are mounted on a fixed frame or on a wagon or crawl formobility A rotary drill [Flg2-3(bJJ cuts by turning a bit against the rocksurface A rotary precesSion drill combines the two cutting movements toprovide a laster penetration in rock

Blasting is performed to loosen rock in order that it may be excavated orremoved from its existing position Blasting requires the use of explosivesthe most common of which is dynamite Generally electriC blasting caps areconnected in a circuit with insulated wires Power sources may be powerlines or blasting machines designed for firing electriC cap Circuits Alsoavailable are non-electrical blasting systems which combine the precisetiming and flexibility of electric blasting and safety of non-electricaldetonation

Tractor-mounted rippers are capable of penetrating and prying loose mostrock types The blade or ripper IS connected to an adjustable shank whichcontrols the angle at the tip of the blade as it is raised or loweredAutomated ripper control may be Installed to control ripping depth and tipangle

In rock tunneling special tunnel machines equipped with multiple cutterheads and capable of excavating full diameter of the tunnel are nowavailable Their use has increasingly replaced the traditional methods ofdrilling and blasting

(a) ER1ronmomtlll Testing

It) Placer Drill

(b) Rotary drill

(dl Mincrnl Exploration Drill

eel Water Well Drilling

Fig 2-3 Drilling amp Blasting Equipmentl1bull1

244 Lifting and Erecting Equipment

Liftmg and erecting equipments are used to 11ftloads and to facilitate theerection of steel building frames

Derricks are commonly used to lift equipment of materiais or building

construction A derrick consists of a verticai mast and an inclined boom

sprouting from the foot of the mast Guys hold the mast in position or stiff

legs connected to a base whiie topping lift links the top of the mast and the

top of the inclined boom A hook in the road line hanging from the top of the

inclined boom is used to lift loads Guy derricks may easily be moved from

one floor to the next in a building under construction while stiff leg derricks

may be mounted on tracks for movement within a work area

Horizon boom type tower cranes are most common in high-rise building

construction Inclined boom type tower cranes are also used for erecting

steel structure

245 Mixing

Mixing concrete by hand is expensive In labour and it IS therefore not

surprising that mechanical mixers have been general use for a great many

The object of mixing is 10 coat the surface of all aggregate particles with

cement paste and to blend the entire ingredients of concrete into a uniform

mass this uniformity must furthermore not be disturbed by the process of

discharging from the mixer In fact the method of discharging is one of the

bases of classification of concrete mixers Several types exist In the tiltmg

mixer the mixing chamber known as the drum is tilted for discharging In

the non-tilting type the axis of the mixer is always horizontal and discharge

is obtained either by inserting a chute into the drum or by reversing the

direction of rotation of the drum or rarely by splitting of the drum There are

also pan-type mixers rather Similar in operation to an electric cake-mixer

these are called forced action mixers as distinct from the tilting and non-

tilting mixers which reiy on the free fall of concrete in the drum

In any mixer It is essential that sufficient interchange of materials between

different parts of the chamber takes place so that uniform concrete is

produced

On a site there is often a tendency to mix concrete as rapidly as possible

and it is therefore important to know what is the minimum mixing time

necessary to produce a concrete uniform in composition and as a result of

satisfactory strength

Concrete mixers are used to mix Portland cement sand gravel and water in

batches

There may be occasions when concrete has to be mixed by hand and

because in this case uniformity is more difficult to achieve particular care

and effort are necessary

A truck mixer refers to a concrete mixer mounted on a truck which is

capable of transporting ready mixed concrete from a central batch plant to

construction sites

246 Construction Tools and Other Equipment

Concrete can be economically pumped at the rates 15 to 200 ydhr for

horizontal distances 300 to 3000 ft and vertical distances 100 to 500 ft

without staging [11

The pumping of concrete of is especially advantageous in placements that

are physically difficult to approach with ready-mix trucks and show best

economy in the range of 20 to 80 ydhr

Air compressors [Fig2-4(al] and pumps [Fig2-4(dl] are widely used as the

power sources for construction tools include drills hammers [Fig2-4(bll

grinders saws wrenches[Fig2-4(clj staple guns sandblasting guns and

concrete vibrators Pumps are used to supply water or to dewater at

construction sites and to provide water jets for some types of construction

Vibrators are used to eliminate entrapped air Of the several types internal

vibrators perhaps the most common one External vibrator is rigidly clamped

to the formwork resting on an elastic support so that both the form and

concrete are vibrated Vibrating table can be considered as a case of

formwork clamped to the vibrator instead of the other way round but the

principle of vibrating the concrete and formwork together is unaltered

Besides these surface vibrator used for flat plate electric hammer can be

used as a surface vibrator when fitted with a bit having a large flat area A

vibrating roller is used for consolidating thin slabs

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

Fig 2-4 ConstructionTools amp Other Equipments[111

247 Choice of Equipment and Standard Production Rates

The selections of the appropriate type equipment or machines tor

construction often affect the required amount of time and effort and thus

the job site productivity of a project Equipment size determination is also a

very important task for construction Oversize equipments are expensive as

well as consume more time to handle It is therefore important for

construction planners to be familiar with the characteristics of the major

types of equipment most commonly used in construction Construction

planners also have to know the sources of construction equipment

Contractors and users of construction equipment frequently concerned with

a decision as to whether to purchase or rent (lease) an equipment Under

certain conditions it is financially advantageous to purchase whereas under

other conditions it is more economical and satisfactory to rent it

248 Building Materials

In recent times some of the important technological breakthroughs in

materials are stabilized soil lime-pozzolana mixes sand-lime bricks fly-ash

bricks clay-fly ash bricks gypsum boards wood-wool sheets plastic

products in utility service ready mix concrete non-shrink grout for machine

foundation super-plasticizers Ferro-cement and other materials Different

types of composite construction are also in very advance stage

In the field of concrete technology also some advances are happened such

as light weight concrete radiation shielding concrete polymer concretes

fiber reinforced concretes super plasticized concretes gap graded concrete

tenser-polymer reinforced concrete roller-compacted concrete ultra high

strength concrete improved techniques in pre-stressing prefabricated

construction and other some remarkable matenals

In low cost housing a number of developments have taken place and

following new techniques are being adopted for reduction in cost These arestone block masonry pre-cast brick panel roofing pre-cast RC channel

roofing ferro-cement tank use of secondary species of timber particle

board lor shutter doorswindows fly ash-lime-gypsum bricks for making

walls pre-cast RCC frames for doors and windows Pre-cast RC lintel (thin]

lower ceiling heights PVC pipes for water supply stabilized soil cement

base floors magneSium oxy-chloride flooring fire retardant treatment of

thatch asphaltic roofing etc Brief descriptions of some of those materials

are below-

249 Construction Automation and Robotics

Recent advances in robotic technology and the related experience In

manufacturing industries suggests that greater automation maybe extremely

beneficial for constructed facilities In addition construction in hazardous

environments (not approachable) may be greatly expanded by the use of

construction robots

There are several means by which construction automation and robotics

might repay the additional equipment and development costs associated

With high technology investments First robotics offers opportunities for

extending the scope of practical construction activities into hazardous

environments including outer space nuclear reactors or undersea

construction Even standard construction sites represent hazardous

environments as suggested by the large number job industrial accidents

associated with construction Second robotics may permit the practical

introduction and broader use of nonhuman senses and capabilities on

construction sites

KaJimaCompanys reinforcing bar placing robot can carry up to 20 bars and

automatically place these bars in pre-seiected patterns in both floors and

walls The equipment has achieved 40 to 50 savings in labor and 10

savings in time on several Japanese projects 131

A wall climbing robot called RM3 for tasks such as video inspections of shiphulls gamma-ray inspection of structural welds and high-pressure washing

painting shot-blasting and barnacle removal 131

CHAPTER 3

CONSTRUCTION INDUSTRY IN BANGLADESH

31 Introduction

The contribution of construction industry is quite significant in the national

economy but its existence is absent from the national economy plan

Recently government has made policy considering this sector as an industry

GDP Contribution of construction industry was 606 In 1991-1992 and 619

over the period 1996- 1997 Agriculture sector contributes maximum of

GDP Construction sector contribute about 20 of agriculture sector GDP

which is a remarkable role in Bangladesh economyI1

The construction Industry of Bangladesh comprises of a large number of

predominantly small firms The same can be seen to be true for most other

countries

The actual structure of the industry is not possible to measure as there are

no published papers on the total number of firms There are some 25000

nos of local contracting large medium and small categorized firms

registered with the government agencies with a varying range of financial

capacities [16]

In building construction sectors larger firms are capable to construct

concrete highrise building 30 storied Bangladesh Bank Bhaban 20 storied

Bangladesh Secretariat 20 storied Sena Kalyan Bhaban Building 20 storied

lOB Shaban and many other bUildings are the evidence of the ability to

construction of high rise concrete-building While high rise steel structures

are not yet familiar in Bangladesh but recently a number of high rise steel

structure are under construction In other sector such as bridge roads gas

pipeline electricity supply dam sluice-gate etc are implemented by

international contractors and joint venture companies (foreign and local

firms~ In 1990-91 the construction industry employed 105 and in 1995-

96 183 (statistics 97~ of total labour force In other statistics showed

that the constructing firm employs 20 lacs peoples If each family comprise

of four members so total 80 lacs people (615 of total population of the

countryl are dependent on the construction industry for their living The

economical and political significance of the industry ISeven greater than this

figure suggest as it captures the major part of the national investment

About 46 of the total construction labour force are involved in building

50 in construction repair and maintenance of roads and bridge works and

4 are involved in construction repair and maintenance of other activities

Some domestic contractors in the building sectors have access to overseas

market but local contractors are less capable of competing with the foreign

companies due to variety of grounds -

(a) Very Less initiative from the Government to improve the capacity of the

local contractors

bull Easy policy for credit system for construction industry

bull To provide plant machinery hire facilities

bull Skill and manpower development through training

(bl Policy of the rules and conditions of the donor agencies for foreign funds

According to PWD to solve the housing problem 709131 units of houses

are required to construct in every year [15] So it indicates that Bangladesh

has a serious housing problem

12 to 15 millions people now lives in Dhaka city Dhaka the capital of

Bangladesh is now the city of construction Though yearly requirements in

the city is about 65000 housing but all public and private sector together

produce 25000 housing units in a year Percentage of leaving in slums and

squatter settlement is about 30 percent It would take at least 600 billion

taka which IS five times the entire ADP budget of the country to

accommodate house for the above-mentioned population Very little areas

are found in cities which are not occupied by building Every place in the city

is already filled up or construction of building process is ongoing But the

utility service and other facilities for community are not well thought-out

But according to government rules facilities shall be accommodate first

before any type of building construction Unfortunately community facilities

including simple parking facilities are still absent for the many new

constructing building in Dhaka city

32 Some large Constructions in Bangladesh

It is very difficult to identify which one is large construction of a country

because of project diversity In Bangladesh there are numerous

constructions many of them are significant in various aspects Although

functions and aesthetic are different of them they accomplish different type

of requirements Following are the some prominent constructions which

indicate Bangladesh building construction industry is fully capable to

construct any type of Building

Equipments used for construction of national assembly building were tower

crane larger size mixture machines and other eqUipment Tower crane amp

other equipments replaced by huge no of labors As per definition of labour

based technology construction of this building falls under this category

National Assembly

Fig 3-1 National Assemblyl101

labour Based Technology

Architect Louis I Kahn

Location Dhaka Bangladesh

Date 1962 to 1974

Building type government center

Construction System concrete marble

Equipments used for construction of Bangladesh bank bhaban were hoist

mixture machine and other light equipment only For excavation of 1

basement engaged huge no of labors As per definition this type of

construction falls under labour Intensive technology

bull Bangladesh Bank Bhaban

labour Intensive Technology

NoofFioors-31

Building type government

Construction System concrete

Equipments used for construction of Islamic Development Bank Shaban were

tower crane concrete pump ready-mix concrete and other equipments

Tower crane ready-mix concrete concrete pump amp other equipments

replaced by most of the labors As per definition of equipment intensive

technology this type of construction falls under this category

bull Islamic Development Bank

Fig 3-3 Islamic Development Bank

Bhaban

Equipment Intensive Technology

No of Floors - 20

Equipments used for construction of Bashundhara city were tower crane

concrete pump ready-mix concrete and other equipments Tower crane

ready-mix concrete concrete pump amp other equipments replaced by most of

the labors As per definition 01 equipment intensive technology this type of

construction falls under this category

bull Bashundhara City

Architect VISTARA

location Dhaka Bangladesh

Date 1999 to 2003

Building type shopping mall

33 Constructions in Bangladesh Using Pre Fabrication

Prefabricate construction not yet accepted widely in Bangladesh Scenario of

developed country in this respect is totally different Even In Malaysia

Thailand Indonesia India and many other developing countries scenery is

closed to developed countries Prefabricate construction require customize

construction or a huge no of similar type productions Precast units which

normally used in Bangladesh are -

bull Tiles and mosaic

bull Low cost toilet rings and others precast accessories

bull Prestressed precast electric pole

bull Precast column for boundary wall

the study on availability

of indigenous materials in

bull Precast slab for surface drain

bull Precast slab for foot path

bull Precast railing and ornamental column

bull Precast lintel

bull Precast pipe for water supply and others

bull Railway sleeper

bull Road divider

In the context of Bangladesh RampD activities are yet to be worthy InBangladesh uHouse and Building Research Institute was established in the

year 1977 with the following objectives -

1 To take technical and scientific studies and research on

various problems of constructions and building materials and

to evolve housing and building technology appropriate to the

requirement and suitable for socia-economic condition of the

country

2 To specifically emphasis on

development and utilization

construction

3 To promote better uses of building materials particularly

commonly used materials improvements methods of learning

and designing of construction works and maintenance

4 To train research personnels and technicians for the purpose

out its research activities

House and Building Research Institute time to time tried to introduce someprecast module Such as -

bull Ferro cement tank

bull Precast Ferro cement channel for roof and floor

bull Prestressed concrete hollow slab for roof and floor

bull Prestressed concrete micro pile

bull Precast Ferro-cement folded plate for roof

bull Precast Ferro-cement L panel for inclined roofing

bull RCCdoor and window frames

Between all type of innovation only Ferro cement tank (400 gallon consisting

of cement mortar on wire mesh) is widely used mainly in Dhaka city As

bigger size is not possible with Ferro-cement Its use is limited

Above all precast construction scenario is very poor in Bangladesh This

indicates construction technology not yet advance in Bangladesh in this high

tech era

34 Humnware Infoware and Hardware in Bangladesh

341 Humnware

For construction technology humanware includes labour technicians

engineer and other persons In some way they are related to construction

industry In Bangladesh expense for humanware is cheaper with respect to

other countries because of low wages lin Bangladesh Taka 125 per hour

and for ordinary labour in UK pound6) So utilization of man power through IT is

a great opportunity for construction sector of Bangladesh But unfortunately

we are far way from proper utilization of this huge no manpower

Development of Human resources is in very preliminary stage By generating

employment and working environment general employment conditions need

to be improved Wage systems must be developed and made transparent so

as to give proper remuneration according to qualification and technical skill

It is extremely necessary for the skilled workers to pass their skills on and to

train personnel able to respond to future technological changes Professional

training centers and methods must be developed and be efficiently exercised

In Bangladesh most of the cases we make out unskilled humnware which is

unexpected in this high tech era Also in most of the cases they are

uneducated Due to unskilled and uneducated labour construction qualities

are not normally as per requirement Also due to unskilled labor excessive

time is requiring in most of the cases

In Bangladesh labours are mainly trained-up by on-job training In many case

they are habituated from paternal side by born Though some training

institutes exist around Dhaka city but they are certificate-based institute

These institutes deal only overseas job findings peoples

342 Infoware

Infoware IS usually the document-embodied form This includes the

software design specification materials specifications theories charts

database drawing design and others activities Use of software in

Bangladesh for the purpose of analysis and design are in satisfactory leveL

Although most of the organizations are now analyze and design by some

standard software but a big amount of engineers are not stili away from this

technology Following software and tools are now using in Bangladesh

which indicates not behind from top level

Programming Language- Visual Basic Auto LISP aBasic CC Turbo C

Computer Aided Engineering STAAD-III STAADPro Math CAD ADOSS PCACOL SOL Series

Spread Sheet Analysis- Microsoft Excel Lotus MathCAD

Computer Aided Design

- AutoCAD

Database- DBase FoxPro Microsoft Access Oracle

GIS Software- Arcinfo Arcade Maplnfo Arc view Idrisi

Graphics software- CorelDraw Harvard Graphics

Computer Aided Project Management- MS Project

Word Processing

-MicrosoftWordWordPcrreCI

Operating Systems

- MS Windows Dos Novel

3430rgaware

Orgaware lOrganization) represents the structural framework of a

technological system and it includes for example the organizations for the

RampD the production the marketing the corporate planning etc It is needed

to produce certain goods and services Within the framework of theorgaware the other technology components work [1]

Most of the organization in Bangladesh is now using computer and software

for different type of works Some organizations are using for analysis and

design some for planning purpose some as a management tools and some

one for data processing and accounting In someway organizations ofBangladesh are taking this technological advantage

In Bangladesh some organizations are doing a number of remarkable works

excellently They are creating photo realistic rendered architectural

perspective models of 3D exterior and Interior elevation and layout

rendering services 3D animation They are also creating architectural fly-by

and walk-through simulations for interactive presentation or TV quality

advertisement GIS works are also done by these organizations

Some of organizations are also working with foreign organizations Mainly

different type of data entry is their main works which are mainly data

conversion rom one format to another Such as conversion from portabledocument format (pdf) to Word processing format (docl hand sketch

conversion to digital drawing (dwg etc) format some modification of

drawing ete The difficulties of our organizations are for any types of

business they require an overseas office This is a very big problem for

entrepreneurs of data exchanging business

344 Hardware

In Bangladesh hardware use of construction industry is not in a suitable

level Moreover specifically modern construction equipment J technology are

not utilizing in Bangladesh most of the cases Only in a few sector such as

deeper excavation in highway construction a few no of building works are

done by modern equipments but in other sectors modern equipment are

ignoring by Bangladeshi construction industry Computer based hardware

widely using in Bangladesh as computer and some computer related

hardware are reasonably priced for middle class people

For construction projects require modern management which is based on

personal computer (PC) In Bangladesh computer based project management

is not yet popular in construction industry Only some foreign aided

government project has some activities on this but also up-to proposal level

only Truly computer based project management in construction sector not

yet Implemented in Bangladesh This is limited to some Gantt chart and

critical path draw works But hardware based computer management easily

save both money and time Probable cause for which not yet go for

computer based project management listing below -

Labours and technicians are illiterate

Labours and technicians are unskilled

Top management of an organization are not wanted to go for

new particularly computer based technology

From Government side there are no plan to facilitate these sector

even in Government project

Our engineers backgrounds are also not upto that extent and

also they are not interested to go for such type of management

CHAPTER 4

TECHNOLOGY ON EXCAVATION amp RCC OF BANGLADESH

Nowadays building construction mainly equipment intensive works allover

the world that is depend on modern technology Similarly construction

industry of Bangladesh going away step by step depends on technology

Technological application sophistication quality etc are different in country

to country but at every steps of construction industry including construction

industry of Bangladesh totally depends on construction technology For

excavation loading compaction grading drilling lifting erecting mixing

and other purposes require some construction hardwareequipment and there

technological approach is different Not only for equipment but in every

steps of construction process depends on technological involvement In this

chapter mainly discussed the effect on excavation due to equipment

intensive and labour intensive works Also for building construction the

effect of alternate combination of material use

41 Technology in Excavation

The substructure or foundation is that part of a structure which is usually

placed below the surface of the ground This foundation is mandatory for

every structure ThiS is the reason of start of excavation technology which

is an earliest form of civil engineering construction This technology is used

for excavate earth of foundationbasement Excavated soilrock usually

dumps in other places which is known as loading Many construction

industry of Bangladesh Excavator and Loader are mainly using for

excavation works But use of excavator is mostly Dhaka based In other

places of the country except Dhaka city excavation works are done by

manually which is very unlikable in this high tech era Even in Dhaka city

many excavation works had been done by manually Such as 18 storied

New Market City Complex building with two basements (adjacent of Dhaka

new market) 14 storied CRP building project with two basements at Mirpur-

14 Dhaka A few but in some projects huge volume of soil was excavated

manually Excavation operations 01 these many projects are done by

manually because 01 availability and low-priced labor In this chapter try to

focus why this technology (excavator not used in most of the cases

In many project of Bangladesh excavation operation are done by manually

because 01-

Soil Characteristics - Comparatively solt layer 01 earth exists all

around Bangladesh

raquo labour (Humnwarel - labour costs are cheap and available

Non-availability of equipment (Hardware) - Modern equipment

cost is very high for which it is not pOSSiblelor contractor to

buy excavator and other heavy equipments lor a singie project

gt- No and size of the Job - As no 01 projects limited and also

areas of a single projects are not big Use of Excavator and

loader are not economically viable

Rental organization - Renta I organization not yet developed

widely and systematically Above all limited rental organization

and their higher charges of hardware

Topography Most of the lands in Bangladesh are plain So

labors can work comfortably

lacks of technicians - lack of skilled technicians are one of the

reasons to avoid new technology

Time - Peoples of Bangladesh are not anxious about time

Utilization of time is very important lack 01 this awareness is

one 01 the reasons of avoiding tendency of new technology for

excavation

)- Space constrains - Particularly in Dhaka city buildings are not

build in well planned way but very haphazard So in many case

movement 01 excavator is very difficult and in some cases it is

impossible to work due to space constrain

bull Weather and Temperature - Luckily most of the seasons are

suitable for labour works Nature is very fever for manual

labour except very little lime through out the year So not

need to take extra precaution lor climate

gt Dumping area - Some time huge amount of dumping is not

possible For that reason avoiding tendency to new technology

of excavation

bull Transportation equipments - Some times transportation of

dumping is not viable and In that type of case manual labour is

preferable

411 Preliminary Stage

placed below the surface of the ground and which transmits the load to the

underlying sailor rock As the foundation normally placed below the ground

excavation is must and should be done first for any type of construction

More or less for every construction works need excavation some times

these are shallow and some times it is deep Due to basement construction

of high-rise buildings need massive excavation This may need up to three

four months If excavation works are done by manually a huge no of labors

will engage their and require more time

Considering employment it is solVing a substantial social problem like our

developing country by means of giving a large no of employment

opportunity Therefore out side the urban area manual excavation may be

permissible due to solving unemployment problem This might be plaYing a

significant role like our developing country to solve the problem Social

problem from society But owners always try to solve the problem from the

economic view which will figure out later on this chapter

But the scenario in urban areas like Dhaka city is different Dhaka has

already become a mega city with more than ten million inhabitants and its

population is projected to reach 16 million by 2015 which would make it

the worlds seventh most populous city This rapid growth is visible all

around the city by constructing new buildings But the citys infrastructure is

not keeping space with the influx of population Transport environment of

Dhaka city may be a clear example with increasing traffic congestion and

delays The ability of Dhakas transport system to sustain economic growth

and reasonable quality of life has been declining steadily

In such a poor situation if we dont use machinery equipment everyday

congestion situation of Dhaka city will escalate due to longer timerequirement of excavation

Already it is an established fact that construction works of Dhaka city is one

of main reasons of traffic congestion To overcome this awlul situation

particularly in the city areas we must have to adopt modern technology in

excavation purpose This will help to reduce construction time money

traffic congestion and other redundant situations

412 Time and Seasonal Effects on Construction

In Bangladesh construction management going on very preliminary stage and

still they dont think time is a vital factor for any project But everyone is

aware the fact money has a time value Thousand Taka today is worth

more the Thousand tomorrow This lact is vividly reinforced when themonthly charge bills are examined This added charge amounts to rent on

the money that is owed and is termed interest

Besides these we know fixed costs are directly related to time variable andother costs are also similar effect ie if time span of a project is longer then

fixed cost will be more and similarly true for all other costs So time span ISa vital factor for any construction project

Again for any project there is a breakeven point which also dependents on

time If construction period is more than the estimated time timerequirement to reach break even will be more

BeSides these there is a possibility to come other competitors due to delay

of construction and sometimes it may become an unprofitable project forever in this competitive market

If we Consider revenue side what we see - Suppose a 10 storied office

building spaces are 12000 sq-ft and rent is 501 = Taka per sq-ft ie per day

revenue is 20 Lac Particularly this type of project per day revenue loss will

be a big amount if the construction not timely finish This is unexpected for

any organizationlsJcontractorls)

Season

In many cases for foundation purpose deep excavation is required

Sometimes need shore pile to protect adjacent soil Shore pile is essential

when permanent structure exist adjacent project site As shore pile is a

temporary work in many cases it designs less cautiously Result is that

shore pile failures are a common type of failure in Dhaka city at every year

It is occurred mainly in rainy season due to rainfall If the contractors are

finished their foundation works before rainy season most of the time they

can avoid these repetitive shore pile failure situations

On the other hand in many cases owner of adjacent structure goes to the

court when contractor goes for deeper excavation for their safety and

compensation if shore pile failure occurs Also for shore pile failure delays

the project ie more time consume for project and more money expenses

due to delay or to pay compensation Sometimes it becomes a crucial factor

for the project and as a result of big economical loss for that project Such

type of big economical loss easily can avoid by proper time scheduling ie

should be complete before expected rainy season in case of deeperfoundation works

413 Cost Analysis and Result

Assumption made for cost and analysis are follows-

1 For Manual 1000 eft of excavation work (PWDStandard Rates)

al For initial lead of 100_ON and lift of 5_ON

i) Ordinary labour cost Tk 088 per cIt

b) For each additional lift of one loot beyond 5-0 and upto 10_ON

i) Extra ordinary labour cost Tk 004 per cit

c) For each additional lilt of one foot beyond 10-0 and upto 15-0

il Extra ordinary labour cost Tk 006 per cit

d) For each additional lift of one foot beyond 15_ON and upto 20_ON

i) Extra ordinary labour cost Tk 008 per eft

e) Extra each additional lead of 100-0

il Extra ordinary labour cost Tk 014 per eft

2 For Excavator

f) Initial rent Tk 9000000 for upto 10 days

il Extra charge Tkl0OOO00 per day

iii Excavation capacity 10000 eft per day

3 Enough labour Force

gl Enough labour force can be engaged so that there will not be any

significant difference in excavation between these two methods

Tablbullbull4-1 5 EXCAVATION COST (MANUAL VS EXCAVATOR)Area (ff) Volume(ft) Manual (Cost Tk) Excavator(Cost Tk)

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

Tablbullbull 4-2 10 EXCAVATION COST (MANUAL VS EXCAVATOR)Areaiiti) Volume(ft) Manual (Cost Tk) Excavator(Cost Tk)

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

Table 4-3 15 EXCAVATION COST (MANUAL VS EXCAVATOR I

Area (ft) Volume(ft) Manual (Cost Tk) Excavator(Cost Tk)

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

Tabla 4-4 20 EXCAVATION COST (MANUAL VS EXCAVATOR)Area(ft ) Vo(ume(ft ) Manual(CostTk) Excavator(Cost Tk)

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

Graph 41 Excavation cost for 5 feet

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

Graph 4-2 Excavation cost for 10 feet

10 Excavation Cost

I Excavator-Manual

-___ e bullbullbull _

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

-- ExcavatorI-Manual I

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 250g~ 200 bullbullbullbull0

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

From the above anafysis it is observed that in case of 5 feet excavation

breakeven area is 19020 sft for 10 feet excavation 9184 sfr for 15 feet

excavation 6946 sft and for 20 ft 3636 sft Excavator becomes cheaper for

any constructIOn (area) above these breakeven fevels

421 Material for Building Construction

Wood of course was the only material used by early builders that had more

or less equal tensile and compressive strength Early builders are also

depends on stone brick surki and lime After innovation of reinforced-

concrete and steel previously used material are replaced by concrete and

steel Concrete with reinforcement radically change in the field of building

construction technology After that steel play the vital role and contribute to

build high rise building worldwide though Bangladesh is far from that type

high rise building But recently numbers of steel bUilding are in the process

of construction and we are expecting remarkable progress will be shown

within couple of years Nowadays wood has been relegated largely to

accessory use during construction to use in temporary and secondary

structures and to use for secondary member of permanent construction

Though both concrete and steel are the two most commonly used structural

material worldwide in Bangladesh mainly concrete are common item of

building construction Recently some industrial buildings are constructed by

structural steel Builders in Bangladesh are now reali2ing that steel is also a

competitive and effective material for building construction But they are

going forward very slowly for steel structure

Selection of structural materials must be selected on availability of materials

Also depends on corresponding skill labour relative costs wage scale and

the suitability of the materials for particular structure

In Bangladesh currently carrying out research into rice straw and husks

which are a by-product of major crop of Bangladesh but have already

encountered problems with the strength of the rice straw while fit best rice

husks can be regarded as filler and may not contribute significantly to the

tensile strength of earth-mix bricks

Idea of including waste material from the countrys vast jute industry to use

as a binder in the bricks and not merely as rubbish to be burnt

And finally that the integrity of earth-built buildings may be considerably

strengthened and improved by applying simple low-cost principles to the

Internal strengthening structures - mostly tied bamboo frameworks

4211 Material in Bangladesh

Any material which has got application in engineering construction is termed

as engineering material Stones bricks concrete bricks lime cement surki

sand concrete iron steel ferrous alloys non-ferrous metais and alloys

timber timber products aluminums bamboos soils bituminous materials

glass plastics paints varnishes rubber tiles granite marble etc are

commonly used in Bangladesh

Among them major construction materials are now producing in Bangladesh

though maximum raw materials are imported outside from Bangladesh

Though cement raw materials like gypsum and clinker are importing from

outside of country the total cement producing capacity now is more than

countrys per year requirement and quality of cement is standard as per

specification But reinforcement quality is not yet reached to standard level

It is very serious problem for construction industry of Bangladesh

4212 Reinforcement

Steel is known as black copper in early ages Iron and steel developed over

2000 years ago It was Henry Bessemer who was especially interested in

good quality steel making for big canons He was the first to produce low

carbon wrought iron In Bangladesh steel also used as reinforcement in many

years before It is difficult to say when and where first time used steel

reinforcement

Concrete reinforcement bar are usually of two types

bull Deformed bar and

bull Twisted bar

Below are the specifications for two types of reinforcement bar-

Table 4-5Steel GradeGrade 40Grade 60

ASTM 616 specifications for Deformed barYield Stre9th (psi Ultimate Stren ths (psi)40000 (minimum) 70000 (minimum)60000 (minimum) 90000 (minimum)

Table 4-6Steel GradeGrade 250Grade 400Grade 460

654149 specifications for Twisted barYield Stren th (psi) Ultimate Strengths (psi)40000 (minimum) 4400060000 (minimum) 6600067000 (minimum) 73700

Grade 40 and Grade 60 both type of reinforcement are frequently used InBangladesh for building construction In Bangladesh normally steel areprocessed by the follOWingmethod

(i) Induction furnace melting and(ii) Arc furnace melting

The yearly requirement of steel in Bangladesh is 10 million ton But the

quality steel production rate is only 02 million tonyear That is remaining

08 million ton reinforcement are non-standard 1171 By which our different

construction works are building This is an awful situation of construction

sector in Bangladeshand requires immediate exemption from this situation

4213 Concrete

Allover the world concrete with reinforcement are the most commonly used

materials for building construction In Bangladesh it is the main structural

material using as building construction materials Concrete IS a stone like

material obtained by permitting a carefully proportioned mixture of cement

sand and gravel or other aggregate and water to harden in forms of the

shape and dimensions of the desired structure

Bangladesh is now a big cement producing country in respect to their

required capacity Statistics says yearly requirement of cement allover the

Bangladesh is 65 million tons where as production capacity of the entire

cement mill is 120 million tons That means 55 million tons surplus cement

now existing in Bangladesh One of the main reasons of this surplus is that

world top most cement producing companies are now producing cement in

Bangladesh from their factory

The properties that make concrete a universal building material are so

pronounced that it has been used In more primitive kinds and ways than at

present for thousands of years probably beginning in Egyptian antiquity

The facility with which while plastic it can be deposited and made to fill

forms or aids of almost any practical shape is one of these factors Its high

fire and weather resistance are eVident advantages Most of the constituent

materials with the possible exception of cement are usually available at low

cost locally or at small distances from the construction site

In Bangladesh normally concrete strength (cylinder strength fc) varies from

2500 psi to 5000 psi for building construction But in many case it falls to

2000 PSI On the other hand upto 8000 psi concrete was used for

construction of Jamuna Multipurpose Bridge project Also there are many

projects already finished and ongoing where usedusing more than 5000 psi

strength concrete

4214 Steel

In 1885 an American engineer names William LeBaron Jenny became the

creator of the modern skyscraper when he realized that an office building

could be constructed using totally different materials He chose structural

steel and incorporated it into a revolutionary system that was to make

possible the soaring office towers that now symbolize the modernmetropolis

Steel is manufactured under controlled conditions its properties are

determined in a laboratory and described in a manufacturers certificate

Thus the designer need only specify the steel as complying with a relevant

standard and the site engineers supervision is limited to the workmanship

of the connections between the Individual steel members So responsible of

contractor is more to provide proper material

Also following are some reasons normally associated with competitiveadvantages of steel over concrete

bull Construction speed particularly during periods of high interest rates

Steel frames go up more rapidly thus reducing construction financing

costs and allowing the building to generate revenue sooner

bull Availability of steel in a variety of grades and shapes that IS suitable

for economical faming of both short and long spans

bull Steel offers economical design approach for retrofit and rehab

projects Steel can be easily modified expanded or converted to suit

future needs of owners and tenants For this reason steel frame isoften referred to as a changeable frame

bull In difficult foundation conditions steel construction may result in

reduced foundation costs because of its light weight Steel frame is

normally 25 to 35 percent lighter than a concrete frame and can

permit the use of less expensive foundation systems

In Bangladesh steel building are not constructing notably Mainly some

factory buildings are constructed with steel as a structural material In

Bangladesh peoples are not serious about time which is main advantage of

steel structure like our COuntry We have to import all the steel materials It

also has to PV higher tax Our engineers are not interested to go for new

technology like steel structure 0 technicians oed labors pof Vtrained P fo steel construction Ultimately except time factor steel

structure is OPt very suitable for building construction of Bangladesh Very

recently a few numbers of high-rise buildings are now under construction or

under designing stages which indicates new technology are coming

4215 RCC Grading

Strength of concrete is commonly considered its most important property

although in many practical cases other characteristic such as durability and

impermeability may in fact be more important Nevertheless strength usually

gives an overall picture of the quality of concrete because strength is

directly related to the structure of the hardened cement paste

The strength of concrete of given mix proportions is very seriously affected

by the degree of its compaction It ISvital therefore that conSistence of the

mix be such that the concrete can be transported placed and finished

sufficiently easily and without segregation Following combinations of

reinforcement and concrete are considered for thiS study-

Table 4-7 Different Combinations of Reinforcement and Concrete

Concrete Type Steel Strength (in ksi) Concrete Strength lin ksi)

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4217 Interdependence of Humnware Infoware and Hardware

For analysis and design purpose humnware infoware and hardware work as

an integrated system During design and analysis period due to different

grade and type material selection software hardware and humnware play

the vital role for alternate attempt Computer utilization in different stages

have improved capabilities for generating quality designs as well as redUCing

the time required to produce alternative designs Without help of these

technological combined services It IS almost impossible to get better and

optimistic design Thats why with the help of Humnware Infoware and

Hardware most economic type analysis and design may achieved within

short time which is almost impossible without these technological help

Manual analysis and design are most of the time assumption based a time

consuming matter and whose ultimate result is economical loss considered

to both time and material requirement

4218 Analysis and Result

For analysis purpose here considered a six storied building The analysis has

been performed by STAADIPro software 3-D model of assumed building amp

output of STAADProare given in Appendix-A

Following are the material requirement for different combination

Table 4-8 Material Requirement for Column(Concrete Strength 44 ksi and Rein Strength 60 ksil

Bar Size WeightNumber (in Ibs)

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

Total weight of reinforcement ~ 193651bsTotal Volume of Concrete 28688 cuft

Table 4-9 Material Requirement for Beam(Concrete Strength 44 ksi and Rein Strength 60 ksil

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

Total weight of reinforcement ~ 46518 IbsTotal Vofume of Concrete 61454 cuft

Table 4-10 Material Requirement for Column(Concrete Strength 36 ksi and Reinf Strength 60 ksi)

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

Total weight of reinforcement 21120lbsTotal Volume of Concrete 3355 cUft

Table 4-11 Material Requirement for Beam(Concrete Strength 36 ksi and Reinf Strength 60 ksil

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

Total weight of reinforcement 44092 IbsTotal Volume of Concrete 7279 cU1t

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

Total weight of reinforcementTotal Volume of Concrete

26213 Ibs3528 cUft

Bar Size WeightNumber lin Ibs)

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

Totel weight of reinforcementTotal Volume of Concrete

432191bs9367 cuft

Bar Size WeightNumber lin IbsJ

4 9556 Ibs5 2453 Ibs6 3810 Ibs7 6378 Ibs8 6761 Ibs

28958 Ibs4190 cuft

Bar Size WeightNumber lin Ibsl

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

Total weight of reinforcement ~ 21787 IbsTotal Volume of Concrete 3499 cUft

Table 4-17 Material Requirement for Beam(Concrete Strength 44 ksi and Reinf Strength 40 ksi)

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

Total weight of reinforcement ~ 47938Total Volume of Concrete 8546 cuft

26752 Ibs3479 cuft

Bar Size WeightNumber (in Ibsl

= 50201 Ibs9644 cuft

Table 420 Material Requirement for Column1ConcreteStrength 29 ksi and Rein Strength 40 ksi)

Bar Size WeightNumber (in IbsJ

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

Totar weight of reinforcement - 29762 IbsTotal Volume of Concrete 5055 cuft

Table 4-23 Material Requirement for BeamlConcrete Strength 25 ksi and Reinf Strength 40 ksi)

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

Total weight of reinforcement - 54730 IbsTotal Volume of Concrete 11269 cUft JI

4219 Cost Analysis

Generally the cost for a construction prOject includes the expenses related to

the following activities

bull Land acquirement

bull Planning and feasibility

bull Design

bull Construction including materials equipment and lobour

bull Insurance and taxes during construction

bull Office overhead

bull Office furniture and equipment

bull Inspection testing and others

In this study considered only material cost of different grade of combination

which is mentioned in the article 4215

Table 4-24 Concrete Cost as Per PWD Schedule

Concrete Strength Concrete Cost2500 pO 155 Tkdt2900 psi 164 Tkdt3600 pO 187 Tkch4400 P 209 Tkch

Table 4-25 Reinforcement Cost as Per PWD Schedule

Reinforcement Strength Reinforcement Cost40000 psi 226406 TklOn

60000 psi 23625 Tkton

Table 4~26 Reinforcement and Concrete Requirement

Type of Concrete Reinforcement Requirement Concrete RequiremerType - 1 294 Ton 9014 citType - 2 291 Ton 10633 eftType - 3 310 Ton 12895 cftType - 4 325 Ton 14266 eftType - 5 311 Ton 12044 eftType - 6 344 Ton 13123 eftType - 7 363 Ton 14821 eftType - 8 377 Ton 16324 eft

Table 4-27 Actual Reinforcement and Concrete Requirement

Type of Concrete Reinforcement Requirement Concrete RequirementType - 1 441 Ton 9916 eftType - 2 437 Ton 11697 eftType - 3 465 Ton 14185 eftType - 4 487 Ton 15693 eftType - 5 467 Ton 13249 eftType - 6 515 Ton 14435 eftType - 7 544 Ton 16304 eftType - 8 566 Ton 17957 eft

Table 4-28 Reinforcemelt and Concrete Cost in 100000 Taka

Type of Concrete Renforcement Cost Concrete Cost Total CostType - 1 1042 Coo 1884 Coo 2926 CooT~2 1032 Coo 1988 Coo 3020 CooTy e - 3 1099 Coo 2115 Coo 3214 CooType - 4 1150 Coo 2211 Coo 3361 CooType - 5 1057 Coo 2517 Coo 3574 CooType6 1167 Coo 2454 Coo 3621 CooType - 7 1231 Coo 2431 Coo 3662 CooType - 8 1281 Co 2530 Coo 3811 Co

Graph 4-5 Total Cost 01 Concrete and Reinforcement

Total Cost

0045_0000bull~bull 35000bullbull ~OO

0 ~oou

~~oo~000

bull bull

I TotalCosti-Concrete COSJ-+-- Reinf Cost -- -- -

Type of Concrelltgt Grado

Graph 4-6 Cost in Percentage for Concrete and Reinforcement

Costn Percentage

_Totalcosl

-- Concrce Co__ Renf Coso

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

bull 130bullbull 120bullj U bull 105~

Type of Concrete Crade

Above analysis clearly shows that Type-1 concrete is cheaper than anyother combination of reinforced concrete Up-to 29 savings is possible ifhigher grade Reinforcement and Concrete used for building construction

CHAPTER 5

CONCLUSIONS AND RECOMMENDATIONS

51 Discussion

In developed countries civil engineering organizations spend good amount of

money in RampD At national level the universities and other institutions

should be encouraged to undertake strategic research which aims to Improve

understanding and applications of scientific and technical know how which

in turn will provide a basis in the long run proper application of new

techniques and technologies Following are some areas very essential for

construction Industry of Bangladesh

The development and dissemination of new construction equipment and

better safety must be encouraged

Pre-fabrication and use of package materials will enhance the efficiency of

work execution by standardizing specifications and reduce the site work

volumes

The development and dissemination of all weather construction technology

will make it possible to carryon with work even under bad weather

The means of transferring information between designers and constructors

need to be improved The effective use of construction equipment

prefabricated materials and products needs to be considered

The roles and responsibilities of engineers need to be reviewed With regard

to improvements in work efficiency personnel training and strengthening the

management foundation of engineers

52 Conclusion

Excavation

Manual excavation and excavation USing excavator S to 20 ft depth) with

different land areas were studied in Dhaka city Considering labour cost and

excavator rental charge breakeven point for Sft excavation and 20ft excavation

are 19020sft and 3616sft respectively Using PDW97 standard rate of works

it IS observed that for deeper excavation excavator is cheaper than labor-

intensivemanual excavation Labor-intensivemanual excavation works may be

acceptable outside urban areas due to unemployment of labor But excavator is

economic solution in urban areas like Dhaka city

In Bangladesh excavation and loading is a labour-based works but in developed

countries its hardware-based works Further detail study based on socio-

economic environment etc may be required to introduce hardware-based

excavation work replacing manual labor in our country

Material

8 combinations of steel and concrete were studied for a six storied bUilding

Considering material cost Type- ICombination of high strength concrete 44-

ksi with high strength steel 60-ksi) is the most economic Type8 la

combination of low grade concrete 2S-ksi and low grade steel 40-ksi) is the

most uneconomic as it material costs 29 more than the cost due to the Type-

1 Unfortunately Type-8 combination is most widely used in private construction

even by the real estate developer One problem with Type- is that high

strength concrete 144 ksi concrete with 60 ksi steel) demands admixture which

also demand skilled humnware If it is not possible type 2 (36 ksi concrete

with 60 ksi steel) can be easily used without loosing Significant economy lonly

3 more cost than Type-l) Mainly Engineers may play the significant role to

convince ownersentrepreneur to accept this technological advantage and avoid

uneconomical traditional approach

53 Scope for Future Works

Similar studies may be carried out for other components of technology Inamely

different types of hardware technology humnware infoware etc)

REFERENCES[1] MAnwarul Azim Technology Mal1agement and Development of Nation

July 1999

[2) SP Arors SP Bindra A Text Book of Building Construction

131 Chris Hendrickson Tung su Project Msnagement for Construction

141 Robert L Peukrifoy William B Ledbetter Construction Planning Equipment

snd Methods McGraw-HIli Book Company International Edition 1985

[51 Robert L Mitchell Engineering EconomlcsJohn Wiley amp Sons 1980

[6J Thomas C Ksvanagh Frank Muller James J OBrien Construction

Management

[7J Donald Barrie Boyd C Paulson Jr ProfeSSlonslConstruction Management

[8J Frank Harris Modern Construction and Ground Engineering Equipment and

Method

9J V K Riana Concrete bridge practice analysis design and economics

110] wwwskycraperscomWebsite

[11] wwwtransltmixconcretecom Web site

[12] wwwlrcocomWebslte

[13] wwwantigoconstructio~0JT Web site

[14] wwwleggattequipmentcomWebsite

[15J Public Works Department Recent technical issues and association of public

works department October 19 2000

i16J AaM Ekram Ullah Construction industry of Bangladesh Journal of civil

engineerirlgIEB 2 December 2000

[17J Prospect of quality re-enforcement bar production in Bangladesh - Elite Iron

and Steel Industries Ltd 2003

[18J Analysis of rates of PWD (Bangladeshi Schedule

- July 199719h Edition)

APPENDIX-A

3-D Model STAADIPro Input and Output (Partiall

APPENDIXA

30 Model STAADfPro Input and Output (Partiall

3-D ST AADIPro Model of Six Storied Building

Co w OJ OJ OJ oJ gt- gt- gt- f- bullbull bullbullbullbull bullbull~~w bullbullo~m~~~~wO~m~~~~wbullO~m~~~~w bull

bullbullbullbull

bullbull

bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

~~~~bullbullbullbullbullbullbullbullbull 0bullbullbull 0bull 0bull nbullbull 0bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

bullbullbullbullbullbull~~mmm~~mm~~~~~wwbullbull~bull~9H~~~~to bullbullbull bullbull J J 0 eJ w bullbullbull 00 0 Z Z Z gt-3lgtOgt--]w WOHHrgt~bullbullbullbull000000 c H~0000000 00 o~ ~yZ gt- 0 bull bullbullJ wN OOOWJOO-J-J on~-lt0gt000000 WOOD ow ~ OH 0WOW NNO w 00 bullbullbull bullbullbullomowNooooooo bullbullbullbullbullbull00 W~ ZO n0000gt- 0 0gt- 00 w 0ltlto W 0000000 WWNHH OZN WWWWJ bull bull 0 OZbullbullbull oo Lnw rgt 0 OJ W oooH Pgt-WOO bull roN row bullbull wwo ~w bullbull gt-0 0 wwa 0lt0 HO-

bullbullbullbullbullbull 0 0 gt- gt- 0 ~ bullbullbullbull0 0 bullNO Z Hbullbull m- U om wo wow 0 bullbull N 0 0 W J 0 00 Z 0000 0 OOwO bullbull ON 0o Om co 0 ~o 0 bullbull0 w deg 0 deg degOOO~O ~ww ww~omo wOo 00 0 Ow w~ OWW0-) Ow ~ bullbull

OOW OWO 00 WO~~ 0 000 Ow bull bull w W 0 w co w

w bullbullbull ~ w 0 0 0 W w bullbullbull 000 0 ow bullbullbull woe w O-wOWO bull 000

w 0 ~ 000 000 w bullbull 0deg 0 bullbullbull 0 0 m - 0 bull 00gt w w~cowOo OWW0o bullOw 0 Obull~ wbullbullbull w w 0 o wW bullO OW bullwO co-)00- 0 WWO

bullbullbullbullbullbull 0 w bullbullbull 000 bull 0 000 bullbull OW -JWO w Ow w

WWO w w o bullbullw WO 0w bullbullbull0 OOw 0 0 bullJw bullbullbullbull bullbullbull 0 0 Ow 0 0gt bullbull 0 0w 0 00 000 0 000W OgtOow 0 0 bullbullbull wW Ow0 oo~owen OO~ OooWOW bullbull

0gt 0 a bullbullbull oww ~oo 0a bull DOW 00000 bullbull 00 ~ 0 0 0 ~ 0 -gt ~ OW bullbull bullbullbull 000 bullbull OW W bullbullbullbull 0 00 ~ m

en bullbull ww deg JOOO WOO 0 ww w 00 OWbullbull

0 bullbull

- - - -dn P RIZV- vI1m ~

Slt Lpound 1poundpound 9 55 OES 8L~ 69 HS 89 L9 n5 L999LZS 9 9 00

19 09 U9 6 ce S lS Z~ 1lt5 m [S oS 0[pound 0pound 6 61 St Lv LI S1~ 01gt915 S[ H m [I ~[ bullbull L[Z 9~m lt1 H no n n OtS 6f st Lt 805 Lf OlE n 1f 90S n or 6~ VOS L~ n eo 9lt ~ LOS 50 H lOS 90l en or ~9I 1H OO~ LiT sa 66 I 9Ll LpoundI 961 eU 9[( 56 Z1T m HI m t[~ n 691 ~[euro (8t on oc[ tg 61 6Zpound 18T 81 m oal LS Ll[ m ~~1VS~~f n co m ~LT 1 ceo L TIS 1Z( poundLl OS O~[ B ~ HI 8H ~8Z OLl LH 691 on LSI 991 SH 1e~ 91 IH 08lt 5Ll 591 ~H aa vn 1H La pound9t on 9L~ ~n6 sa 091 Ln He ~aa~lsn ILL LSI HI O~~9S [n 69lt vST Tn Ln [ST on 99lt n 1 S 1 8iI ~nos LiI en 61gt1 9lt1sa Svl sn LZ[ ~V1 ~nno 1Z 51gt1 nT v~z lgt~l 1~ 01 on Z~~ tH 6n ur H 9n u

5H pound([ on m L[I vI 9U ~n en s~so ~nH~VU 1n m ~~~1pound1 gOT m 0[ LOt poundl1 90T 90r nl so LO~ Lt e en st m H~ 10 6n poundt OO 991 ~il 66 L91 ll1 m Ht L6 sn 61 96 on 911 en Ln V6 r9~ 9n co m vn 16 6S1 I 06 951 rn 68 tn 88 1 on L8 m SOl sa LOl [8 1 OT 1B vD1 18 6H eO~ OB He ZO 6L m ~o~ BL ceo C-oo 66 9L on 86 L6 H 801 ~6 S6 V6 L SOl n 16 W 06 L~ 101 68 99 001 88 L8 Igt~96 SB W co 09 v6 bull~8 65 H 18 BS co os LS 06 6L 9 68 SL 5 SS ~~ co H ~s (L OS co ~L 6t ~9 L 8v 8 0 V 08 S9 51gtSL 0 a 9L S9 n ~L t9 LV tL t96(r~ 9 n 09 Lpound OL 6S 9[ 69 H L9 H 5S Zpound 59 IgtS 1pound 1gt9 pound5 l ~ 6t t9 g 8l 19 n 65 8v 5~ SS L~t~L5 S~ ~~ ~~ H H H (v OL Ol n 6I 6 n n 81 LI V] 1 91 n n 5[co H n l1 E[OIOI 11 B O[ L 61 9 gr 5 ~3 bull 93 S3 3 t Igtl w

S8~N8a~~I~8ijW8W HSn~9 tH 8~ 09 S9L~9 m S-~ O~ ~9~-H IH IgtOV sn 1gt9Olgt~ S9Lt9 6H 8~ O~ S9Lt9 S[~ 8-~ Ot S9~-1gt9 m e-Igt 0 Snv9 91~ C~9 H t-IgtS 9L -9 ~-Igt O~ 9L1gt9 110 ~IgtS 09 59Lt9 O[~ -Igt~6~L 0IgtS 01gtn1gt9 m ~Igt OC59L~9 L00 ~~S O~ 59~-t9 n~ co

(Igt~ S0~ 0980 OS U 69 0980 OL poundL69 f~0 Z98O 09 [~-69 m (69 H~ ~9n O~ U 69 m ~9SZ O[ [~-69 6ll l9-n O~ U69 m [L 69 LIt l9-n 0 U-699n ~9-g~ 08 8 6S m ~~8l OL 865 m )9 8-65 m l9S005 e 65 n~ ~98~ OV 9 6S m 0~g~ O[ 86S m OL S6 60~ ~9er OI S65 SOL L9 8~ 0 S65 LO~ 6609 08 g6S -~s)9 os 01gt01 ~IgtS OS E~ 69 W LVS OS B6S 100 996c 08 96S DOl )8 O~ 661 6L-( OS U-69 96~ 6~-5[ 08 e 65 m IeH os IL 69 n U OS S6S m [C~ os o~ U B- O~ e-65 n 6609 O~ g65 en 6609 O~ 01gt0B~ 6609 O~ O~ IBI 66090L o OSl Z~5 OL [L-696U ~5 OL S-65 eu 996E 8-6S LU 996E O~ ov m 996lt OL 03 SLl

0n 6ZS[ OL [L 69 en 6~S[ OL 9-65 EC1~ OL E~69 lU [euro~~ OL e-65 OLl [[On OL O~ 69t [Cll O~ O~ en Hl~ OL o ~91

t O~ [L-69 991 0 e-65591 0 0 01gtv91 e O~ O~ en 0 OL o ~91 Igt 09 865 I91 66 O~ SGS on 66 09 09 Ot 651 6609 09 OC eSl 09 09 o L~l Z ~5 poundL69 m tog 09 8651 99-6e 09 S65 1gt51 96( 09 01gtCS 99 6 pound 09 n ~S 996f 09 o 1ST 6~S[ [L69 CO H

S656n f[~~ 09 [L69 en HH 8-6~ ~H poundCli O~ 01gt9V] n sV] [CT~ 09 0 n 8~ 09 poundL69 poundH O 09 g-65 lH 0 09 01gtTV] on 00906pound1 8 ~ S-65 SEt 66-09 0 e-6 LEt 6609050v on H56090 O~ SO 6609 os H ~~s os poundL - 69 en tvs os 865 en 99-61 05 86 I[l 99 6[ ov on 99Gpound OS 03 Get 996pound O~ o en -9t

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

00 m 118 m n 119 568 m 122 m 123 m m 124 m m m 130 m DO 131 00 135 m no bull36 on no 137 57

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

100 00 m 230 m 13 m 00 164 m 0 105 00 168 010l m 170 no 175 oo no 17 no 177 eo 181 60

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

103 00 en 200 m m 206 m en 194 on en 196 m 232 m104 m 36 703 42 30 m 37 n 43 31 105 _m H no n 46 m 32 no n 208 m 39 n 40 100 n 33 m 217 no 41 m 52 no 59 m 00 65 107 m 60 m 66 no 54 no 61 m n 67 en 00 69 108 m 209 m 62 m 63 m 00 63 m 56 no 218

109_ m 75 m 82 m 38 m n 76 83 H 89 H110 _ H n 84 90 92 m 00 78 He H 210 85 111_ m oo 91 m 79 m 2lt9 87 m 98 m 112 m III BO H 99 B 106 112 100 CO

113 CO 113 115 m n 101 CO 21l 108 114 114 no 102 en co 220 en 110 m 116 121 115 no m 134 m en 122 777 en 129 m m 135 m He 123 116 m DO 136 no He 138 m m 124 H 124 212 131 m117 no en 137 m m 125 H no 221 no m 133 on m 144 79lt

118 m m 157 m 145 m 152 158 en en 146 no119 m m 159 000 161 eo 147 W 213 HO 154 120_ M m 160 co W 148 HO 222 oo oo 156 0 167 on121 m 180 m 168 m 175 no 181 m 0 169 122 on no 182 m 184 m H 170 ~no 214 m n 177 82

123 _m n 183 171 825 m 223 m 179 m m 199 m124 m ltl5 m 200 m 00 2 0 1 on 206 m H 224 0125_ m m 31 m 57 m co 80 m en 103 on m 126 00 126 H n 172 no )95 en 208 H m 209 ~m 210 Me127 on 212 m 213 lt m 214 m n 215 en 35 128 _ He 81 no 104 coo m 127 150 m m 173 129 m 217 oo en 218 no 219 oo no no m no 221 130 oo m 223 ~no 224 OO co 217 218 m no 219 m13l m m 221 on m 222 on no 223 n no 224 m m 41 m132 _ on m 87 m no 110 m no l33 0 no 156 m 179 m133 m 225 oo m 226 881no 227 m 228 m no 229 134 m no 231 eolt m 232 m 28 oo m 51 m m 74 0 135_ m 120 00 143 m 166 m 237 m 238 CO136 no 240 He 241 m 242 co137_ W INCHES m138 _ MEMBER PROPERTY AMERICAN

139 on m 0lt m on m m m m PRIS m co 140 _m m m m on m m m m PRIS m co14l m m m on m w m no 142 no ro no ro m m 0 m m PRIS w co 143 _ w e CO 0 10144 _ OO w no m CD no m en m m no no145 m e m no no H 342 PRIS W co co

lt bull 0

STAADSPACE -- PAGENO

148 271 272 276 277 328 329 341 PRIS YD 20 ZD 15119 78 14 15 6~ 64 70 71 86 87 94 95 110 111 151 152 167 bull68 208 2092lt150 266 281 282 322 ~23 332 3~7 PRIS YD 23151 885 TO 892 902 TO ~08 PRIS Yil 10 ZD 2352 1268 92 149 206 153 320 336 85~ TO 866 PRIS YO 12 ZD 10153 916 65 72 88 96 112 153 J6~ 210 226 267 28~ ~2~ 333 338 PRIS YD 15J54 11 67 90 114 171 228 285 335 843 TO 850 PRIS YD 40 ZD 10155 612 730 731 734 TO 736 748 749 75~ TO 754 766 767 770 TO 772 802 80156 806 TO 808 834 PRIS YO25 ZD 15157 577 5ao 618 PRIS Yl2G ZD 10158 501 TO 503 510 TO 12 517 TO 519 526 TO 528 5J3 TO 535 542 TO 544 54159 558 TO 560 565 TO 567 574 TO 576 581 TO 58~ 590 TO 592 597 TO 599 6C160 615701 TO 703 710 711 714 715 7J~ TO 721 728 729 732 733 737 TO 73161 750751 755 TO 757 764 765 768 76~ 773 TO 775 782 783 786 787 791 TC162 801 804 805 809 TO 8JJ 810 819 822 823 831 832 PRIS YD 30 ZD n163 593 790 PRIS YO ~O ZO 151M 596 PRIS YD 35 ZD 15165 504 TO S09 S20 TO 525 536 TO S41 S52 TO 557 568 TO 573 534 TO S39 61166 704 TO 709 722 TO 727 740 TO 745 758 TO 763 776 TO 731 794 TO 799 8167 318 PRIS YD 3D ZD 15163 600 TO 605 812 TO 817 PRIS YD 33 ZD 15169 CONSTANTS170 E CONCRETEMEMll1 TO 16 ~8 )022 57 TO 72 74 TO 73 80 TO 90 92 TO 9E171 98T0102104T0114149T01S3155T0159161T0171206T021021In 218 TO 228 263 TO 267 269 TO 273 275 TO 23S 320 TO 324 326 TO 330 3173 340 TO ~42 50J TO 518 70- TO 882 885 TO 892 B95 TO 908174 POISSON CONCRETEV-EME1 TO 16 18 TO 22 57 TO 72 74 TO 78 30 TO 90 917 98 TO 102 10~ TO 11~ 149 TO 13 155 TO 159 161 TO 171 206 TO 2JO 2J176 21B TO 228 263 )0267 269 TO 273 275 TO 23S 320 TO 324 326 TO ~30 3177 3~0 TO 342 501 TO 613 701 TO 882 885 TO 892 895 TO 908173 DENSITYCONCRETEMEHB1 TO 16 13 TO 22 57 TO 72 74 TO 78 8D TO 90 9179 98 TO 102 104 TO 114 149 TO 153 155 TO 159 161 TO 171 206 TO 210 21130 213 TO 228 263 TO 267 269 TO 273 27 TO 285 320 TO 324 326 TO 330 3181 340 TO 342 50J TO 618 701 TO 882 885 TO 892 895 TO 90818l ALPHACONCRETEMEMB1 TO 16 18 TO 22 57 TO 72 74 TO 78 80 TO 90 92 103 98 TO 102 104 TO 114 149 TO 153 155 TO 19 161 TO 171 206 TO 210 212184 l18 TO 228 263 TO 267 269 TO 273 275 TO 28 320 TO 324 326 TO 330 33185 3~0 TO 342 501 TO 618 701 TO 832 8BS TO 392 895 TO 9031B6 UNIT FEET KIP187 SUPPORTS1B8 1 TO 16 18 TO 22 207 216 fiXED18~ 234 FIXED190 236 FIXED191 DEFINE WINDLOAD192 TYPE 1193 INT 0 0045 0053 006 HEIG 10 30 60 90194 EXP 1 JOINT 24 TO 184 192 TO 196 199 TO 202 205 206 208 TO 215 217 11~5 n7 TON3196 EXCLUDEJOINT 46 69 92 U5 J38 161 J84197 LOADJ SELFWEIGHT1~8 SELFWEIGHTY -119~ LOAD2 DEADLOAD200 FLOORLOAD201 bull GROUNDFLOORIS A PARKI~GFLOOR

STAAD SPACE - - PAGE NO

59B 6973 ZRANGE 4854-2

FLOAD -05 XRANGE075KSF + 025 KSFFLOAD -01

YRANGE10 10 FLOAD -0089bull 1ST FLOOR TO 5TH FLOOR JS OFFICE FLOOR + ROOF SELFWEIGHT = O068KSF FLOO- FJNJSH = 002 KSF FALSE CEILI~G NO OTHER LOADAS FLOOR DEAD LOADYRAN3E 20 70 FLOAD -0104bull ROOF(EXTRA) AS GARDEN30 SOIL IN ~ART OF THE ROO~ SOIL ~ 03 NO OTHER LOADAS fLOOR DEAD LOADYRANGE70 70 FLOAD -03 XRANGE20 598 ZRAIIGE 2133 70ATER TANKYRANGESO SObull ROOF SLABYRANGll 80 80MEMBERLOAD701 702 719 720 737 738 755 756 773 774 791 792 809 810 UNI GY -043LOAD 3 EXTERJOR WALLMEMBERLOADbullbullbull GROUNDFLOOR TO 5TIl FLOOR 5 WALLASSUMEDAT TilE EXTERIOR OF THE501 TO 503 510 TO 519 526 TO 535 542 TO 551 558 TO 567 574 TO 583 5599 602 605 60a 609 612 701 TO 703 TLO TO 721 72B TO 739 746 TO 757764ro775782T0793800T0808815T0826B35TOB41B51TOB578f875 TO 881 B95 TO 901 UNI GY 05LOAD 4 LIVE LOADFLOOR LOADGROUND FLOOR AS GARRAGEyenRANGE 10 10 FLOAD -005bullbull OFFICE SPACE AN ~VERAGE OF 65L8SFTYRANGE20 60 FLOAD -0 065bullbull FOR PARTITION WALL(ACCIDENTALLOAD)YRANGE20 60 FLOAD -004bull ~ ROOF OCCU~ATAIONALLIVE LOADOF ]0 LBSFTyenRANGE 70 70 FLOAD -003bullbullbull ROOF LIVE LOADOP 20 L3SFTyenRANGE 80 80 FLOAD -002MEMBERLOAD701702 719 720 737 738 755 756 773 774 781 792 809 810 UNI GY -02LOAD 5 WIND IN XWIND LOADX 1 TYPE 1LOAD 6 WIND IN -XWIND LOADX -1 TYPE 1LOAD 7 wrND IN Zwnm LOADZ 1 TYPE 1LOAD B WIND IN ZwrND LOAD Z 1 TYPE 1LOAD COMB21 UNFACTOREDLOAD FOR GEO-TECH DESING1 10 2 10 3 10 4 10LOAD COMB22 FACTROREDLOAD1142143 14 4 17LOADCOMB23 075 (14DL+17LL+17WL_X)1105 105 3 105 4 1275 5 1275LOAD COMB24 075(14DL+17LL+17WL_-XI1 105 2 105 3 105 4 1 275 6 1215LOAD COMB25 075 (14DL+17LL+17WL_Z)11051 105 3 105 4 1275 7 1275

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

260 LOAD COMB27 O 9DL+1 WI X261 1092 09 3 O~ 5 13262 LOAD COMB28 O~Du+~3WL -x263 1092 09 3 09 6 13261 LOAD COMB29 0 9DL+1 3WL Z265 109 2 09 3 09 7 13266 LOAD COMB30 09DL+lJWL -Z6 1 09 2 09 3 09 8 13268 PERFORM ANALYSIS

-- PAGE NO

PROBLEM STATISTICS

NUMBER OF JOINTSMEMBER+ELKMENTSSUPPORTS ~ 228 419 25ORIGINALFINAL BAND-WIDTH g 196 31TOTAL PRIMARY LOAD CASES ~ 8 TOTAL DEGREES OF FREEDOM ~ 1218SIZE OF STIFFNESS ~rRIX ~ 226548 DOUBLE PREC WORDSREQRDAVAIL DISRSPACS = 141411308 1m EXMEM _ 11323 MB

H Processing Element Stiffness Matrix 1O 23H roceMing Global Stiffness M-riX 10 23H Processing Triansular actorizatiof1 10 23H Calculating Joint Displacements 1O 24H Calculating Member Forces 10 24

269 LOAD LIST 21 22270 H71 START CONCRETE DESIGU272 CODE ACI273 UNIT INCRES KIP274 TRACK 2 ALL275 MINMAIN J ALL276 MAXMAIN8 ALL277 CLB 15 ALL278 CLS 1 5 ALL279 CLT ~5 ALL280 FC 25 ALL281 FYMAN 40 ALL28lt DESIGN BEAM501 TO 08 7D~ TO 84lt 851 TO 858 867 TO 882 895 TO 901

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

_ bullbull lt CONCRETE TAKE OF bullbullbullFOR BE~MS AND COLUMNS DESIGNED ~BOVEI

TOTAL VOLUCTE OF CONCR~TE ~ 11268 _94 CD FT

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

bullbullbull TOTAL= 5472996

285 FINISIl

bullbullbullbullbullbull 7 END OF STAAD-III ~7

DATE= JON 2~200J

bullbullbullbullbullbullbullbullbull bullbullbullbullbull bullbull bullbullbullbullbull bullbullbullbullbullbullbullbullbull bullbullbull bull QUESTIONS REGARDING THIS VERSION M PROGRAM bullbull RESEARCH ENGINBERS co bullbull West Coast - (714) 97~-2500 FClX- 714 I 921-2543 bullbull East Coast - (978) 688-3626 Fax- (978) 685-7230 bullbull _ bullbullbullbullbullbullbull __ bullbull bullbullbull gt bullbullbullbullbullbull bullbullbullbullbullbullbullbullbullbullbull bullbullbullbullbull

Pbullbullbullbullbull of

-------------STAAD SPACE

260 1 09 2 093 09 8 13261 PERFORM ANALYSIS

-- ~AGE NO

PROBLEM STATISTrcs

NUMBER OF JOINTSMEMllER bullbullELEMENTS(SUPPORTS ~ 228 479 25ORIGINALFINAL BAND-WrDTH ~ 196 nTOTAL PRIMARY LOAD CASES _ a TOTAL DEGREES OF FREEDOM 1218SIZE OF STIFFNESS MATRIX _ 226548 DOUBLE PREe WORDSREQRDAVAIL DISIt SPACE _ 141411570 MIl ExMEM_ 11611 MB

++ Processing Elemenc Stiffness Matrix++ Processing Global stiffness Matrlx++ Processing Triangular ~actorization++ Calculating Joint Displacements++ Calculating Member Forces

163542163542163542163543163543

262 LOAD LIST 21 22263 HH264 START CONCRETE DESIGN265 CODE Atl266 UNJT INCHES KIP267 TRACK 2 ALL268 MINMAIN 4 ALL269 ~~MAIN a ALL270 CLB 15 ALU271 CLS 1 5 ALL272 eLT 1 5 ALL273 Fe 28 ALL274 FYMAIN 40 ALL275 DESIGN COLUMN1 TO 16 18 TO 22 57 TO n 74 TO 78 6D TO 90 92 TO S276 104 TO 114 )48 TO 153 155 TO 159 161 TO 171 206 TO 210 212 TO 216 2]277 263 TO 267 269 TO 273 275 TO 285 320 TO 324 326 TO 3]0 332 TO 338 34278 _ 843 TO 650 B59 TO 866 885 TO sn 902 TO 908

H Z 00 H gt 0 H Z H g H

0 0 bull Z H n H bull Z 0 bull H

~bull 0 0 bull bull bull bull WHO om bull bull OH Z bullbull on 0 bull bull H N 0 H bull 0 0 Z bull 0 H 0 0 bull

~ bullbull 0 H 0 H bull 0 0 00

~ bull gt Z bullbull 0 0 bull 0 ro bull

bull bull H bull bull H

bull 0 bull H bull 0 ~

bull H H H 0 bull bull H

bull bull 000 bull n 0 ~

I 0 H W 0 0bull - - ~ OJ bull W DO 00

C_ 0 bull 0 0 N DO 0 0 n 00-If-n~ bull 0 W oW ow H 0 H

bull COgt bull 0 0 WW 0 H 0 0 no 0 tor o H

bull ow W 0 0 H O H 00

2 bull 0 H 0 0 w Lbull m-lGlCl 0 0 bull H bull N 00bull Z gt-J

mgtow 0

gt I bull 0 H bull 000lt H 0

bull ltraquooOl H bull 0H bull 0 Z H W H H

bull 0 bull 0 H 0 o H

bull H H H H bull H H 0 0 0 0 00 bull 0bull 0 0 H bull 0 0 bull 0 bull bull I bullbull __ ro- bull w n bullbullbull H 0 0 0 0 bull H bullbull 00 bull bull e 0 bull H bull bull

~bull w 0 bull bull bullbull bull 0 bull bull bullbull 0 bull bull bull bullbull bull bull bull bull W bull 0 bull bull W bullbull 0 bull bull 0 bull bull bull bull bull bull bull lbull

bullbull

0 0 0 0bull

W bullw bull

STAADSPACE - - PAGE NO

260 LOADCOMB28 0 ~DL+13IL_-X261 J O~ 2 O~ 3 O~ 6 13262 LOADCOMB2~ 0~DL+1 3L ~263 1 O~ 2 O~ 3 O~ 7 13264 LOADCOMB30 09DL+13L -l265 1092 09 3 09 8 13266 PERFORMANALYSIS

PROBLEM STATISTICS

NUMBEROF JOINTSMEMBER+ELEMENTSSUPPORTSg 228 479 25ORIGINALFINAL BAND-WIDTH~ 196 31TOTAL PRIMARYLOAD CASES ~ 8 TOTAL DEGREES OF FREEDOM~ 1218SIZE OF STIFFNESS MATRIX_ 226548 DOUBLE PREC WORDSREQRDAVAIL DISI SPACE = Hl4 11309 MS EXMEM= 11~~~ Me

++ Processing Element Stiffness Matrix++ rocesslng Global Stlffness Matrix++ Processing Triangular Factorization++ Calculating Joint Displacements++ Calculating Member Forces

10H46101646101646101647101647

267 LOADLIST 21 22268 bullbullbullbull26~ START CONCRETEDESIGN27D CODE ACI271 UNIT INCHES KIP272 TRACK2 ALL273 MINMAIN3 ALL274 MAXMAIN8 ALL275 CLB 15 ALL276 CLS 15 ALL277 CLT 15 ALL273 FC 29 ALL279 FYMAIN40 ALL280 DESIGN BEAM 50~ TO G18 701 TO 842 851 TO 858 B67 TO 882 895 TO 901

STAAD SPACE __ IAGENO

bullbullbullbullbull CONCRETE TAKE OFF bullbullbullbullFOR BEAMS AND COLUMNSDESIGNED ABOVE)

TOTAL VOLUMEOF CONCRETE = 1011146 CUFT

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

bullbullbullbullbullbull END OF STAAD-III bullbullbullbull

H DATE= JUN 292003 TIME~ 1018 4 H

bullbullbull bullbullbullbullbullbullbull bullbullbullbullbullbull bullbullbullbull eo QUESTIONS REGARDING rn VERSION 0 PROGRAM bullbull RESEARCH ENGINEERS bullbull West Coast 00- (714) 974-2500 Fax- (714 ) 921-2543 bullbull East Coast 00- (9~8) 6B8-3626 Fax- (97B) 685-7230 bull bullbullbullbullbullbullbull bullbullbullbullbullbull bullbullbullbull

A13ry ot

STAAD SPACE

260 LOADCOMB30 O 9DL+1 3WL -Z261 1092 09 3 09 8 13262 PERFORMANALYSIS

-- PAGE NO

PROBLEM STJlTISTICS

NOMllER OF JOINTSMIDIIlER+ELEMENISSUPPORTS K 2281 4791 25ORIGINALFINAL BAND-WIDTH K 1961 31TOTAL PRIMARY LOAD CASES ~ 8 TOTAL DEGREES OF FREEDOM ~ 1218SIZE OF BTIFFNESS MATRIX ~ 226548 DOUBLE PREC WORDSREQRDAVAIL DISK SPACE ~ 14141 9966 MIl EXMEM ~ 9995 MB

++ Processing Element stiffness Matrix++ Processing Global Stiffness Matrix++ Processing Triangular Factorization++ Calculating Joint Displacements++ Calculating Member Forces

162B56162656162657162857162857

263 LOADLIST 21 22264 bullbullbullbull265 START CONCRETEDESIGN266 CODE ACI267 UNIT INCHES KIP268 TRACK2 ALL269 MINMAIN4 ALL270 MAXMAIN8 ALL271 CLB 15 ALL272 CLS 15 ALL273 CLI 15 ALL274 FC 25 ALL275 FYMAIN40 ALL276 DESIGN COLUMN1 TO 16 lB TO 22 57 TO 72 74 TO 7B 80 TO 90 92 TO 96 S277 104 TO 114 149 TO 153 155 TO 159 161 TO 171 206 TO 210 212 TO 216 21278 263 TO 267 269 TO 273 275 TO 285 320 TO 324 326 TO 330 332 TO 338 34279 B43 TO B50 859 TO 866 885 TO B92 902 TO 90B

bullbull r

gt ~ rl bull bullbull bull 0

z 1 ~~ ~-x ~~ bullbullbullbull~ ~ ~ 00

bull gt ~ ~~

bull bull bullbull ltfl~ ~~Nm bull bull bull bullbull 0 ~ bull bull ~o bullgt bull f-lt bull --~ ~ bull ~ bull lt bull

bull 0gt bull 0 bullbull U ~M---~- bull _Z bullbull 0 0_0 N bull rl HU~~ ~Z ifgt H (1 H 10HO H_gt ~0 H bull O o ~ E-lt bull 00 -4 0 bull gt-lt bulllt bull ltVl b ofltgt l-ltZ M bull H

e 0 bull gt lt- Ii 0 Z b 0 b 0gt 0 N H bullbO b ~~ 00 __ 0 bull

U Orl rlOlt Q bull ~ H 00- Z N bull ltCUM ~U U U ~ ON bullbull bull bullbull bull ZZ Z ~ N ~ bull lt0-- 0-lt0 - IN bullbull u U bullbull lil bull bullbull lt1 u -lt ~Ilaquo0 0 ~ b oH bull c O-I-wO ~bull e 0 m CO ~0 b ~0 O bullbullbull 0 00_ - 0 N flt bullbullbull 0 UUo ~bull gt H bull bullbull bull 0bull bullbull CO bullbull bull COUO ltJ ltgtgt _0 Q

0 ltl bull -0 H ] b Z bullH bullbullbullbullbullbull ~

~ ~ ~b ~C m lt

STAAD SPACE

26Q 1 092 09 3 09 8 13261 PERFORMANALYSIS

ru bullbull day lpn 200 0505 PIlt

-- PAGE NO

PROBLEM STATISTICS

NUMBER OF JOINTSMEMBER+ELEMENTSsUPPORTS ~ 2281 47~ 25ORIGINALIINAL BWP-WIDTH ~ 196 31TOTAL PRIMARY LOAD CASES ~ 8 TOTAL DEGREES OF FREEDOM n 1218SIZE OF STIFFNESS MATRIX n 2~6548 DOUBLE PREC WORDSREQRDAVAIL DISItSPACE ~ 1414 112~8 MB EXMEM bullbull11305 MB

H Processing Element Stiffness Matrix 48 H Processing Global Stiffness Matrix ~8 H Processing Triangular Factorization 48 H Calculating Joint Displacements 1048 H Calculating Membr Fore 1046 262 LOADLIST 21 22263 bullbullbullbull264 START CONCRETEDESrGN265 CODE ACr266 UNIT INCHES KIP267 TRACK2 ALL268 MINMArN4 ALL269 MAXMAIN8 ALL270 CLB 15 ALL271 CLS lS ALL272 CLT lS ALL273 FC 44 ALL274 FYMAIN 40 ALL275 DESIGN COLUMN1 TO 16 18 TO 22 57 TO 72 74 TO 78 60 TO ~O 92 IO 96 276 104 IO 114 149 TO 153 155 TO 159 161 TO 171 206 TO 210 212 TO 216 21277 263 TO 267 269 TO 273 275 TO 285 no TO 324 326 TO 330 332 TO 338 34278 843 TO 8S0 859 TO 866 SS5 TO 892 ~02 TO ~06

STAAD SACE

TUeday At 200lt 05 Q PM

__ ~AGSNO

bullbullbullbullbullbullbullbullbullbull CONCRETE TAKE OFF bullbullbullbullbullbull bullbullbullbullFOR EEAMS AND CO~UMNS DES1GNED ABOVE)

TOTAL VO~UME OF CONCRETE ~ 349873 CUFT

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

bullbullbullbull bullbullbullbull END OF STAAD-III bullbullbullbull bullbullbullbull

DATE= rUN~9~003

bullbull bullbull bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbullbullbull bull QUESTlONS REGARDING THIS VERSlON OF ROGRAM bullbull RESEARCH ENGINEERS Inc at bullbull West Coast - 7~4) 974-~500 Fax- 1714) 9H-2543 bullbull East Coast - (976) 686-3626 Fax- 1978) 685-7230 bullbullbullbull bullbullbull bullbullbullbullbullbullbullbullbullbull bullbullbullbull

9Oglt of

STAAD SPACE

260 11052 105 3 105 4 1~75 8 1275261 LOADCOMB27 09DL+13L X262 1092 0 9 3 09 5 13263 LOADCOMB28 09DL+13WL -X264 ~ 09 2 09 3 09 6 13265 LOADCOMB29 a9DL+13WL_Z266 ~ 09 2 09 3 09 7 13267 LOADCOMB30 O9DL+l3WL -z268 1092 09 3 09 8 13269 PERFORM ANALYSIS

Tuesday AprLl 200lt 050 PM

-- PAGE NO

PROBLEM STAJISJICS

NUMBER OF JO~NTSMEMBER+ELEHENTSSUPPORTS ~ 228 479 25OR~G~NALFINAL BAND-WIDTH 196 31TOlALPRIMARY LOAD CASES 8 JOJALDEGREES OP FREEDOM ~ 1218SIZE OP STIPFNESS MATRIX ~ 226548 DOUBLE PR~C KORDSREQRDAVAIL DISK SPACE 14UI 10052 KB ElCKEK 10074 KB

++ Processing Element Stiffness Matrix++ Processing Global Stiffness Matrix++ Processing Triangular Factorization++ Calculating Joint Displacements++ Calculating Member Forces

115749115749115749115750115750

270 LOAD LIST 21 2227l 272 START CONCRETE DESIGN273 CODE ACI274 UNIT INCHES KIP275 TRACK 2 ALL276 MINMAIN 3 ALL277 MAXMAIN a ALL278 CLB 15 ALL279 CLS 15 ALL2ao CLl 15 ALL281 FC 44 ALL~82 FYMAIN 40 ALL283 DESIGN BEAM501 TO 6lS 701 10 84~ 851 10 858 867 TO 88~ 895 TO 901

STAAD SPACE __ PAGE NO

bullbull bullbullbull CONCRETE TAKE OFF bullbullbull bullbullbullbull (FOR BEAMS AND COGUMNS DESIGNED ABOVE)

TOTAG VOGUME OF CONCRETE = 854555 CUFT

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

bullbullbull DATE= JUN 292003 TIME~ 115910

bull QUESTlONS REGARDING H1SVERSlON oe PROGRAM bullbull RESEARCH ENGINEERS 0 c bullbull west Coaet - (7141 974-2500 =- (714) 921-2543 bullbull EilstCOil~t - 97B) 688-3626 FilX-(978) 685-7230 bullbullbullbullbull bullbullbullbull bullbullbullbullbullbull bullbullbull bullbullbullbullbull bullbullbullbullbull bullbullbull

STAAD SPACE

260 LOIDCOMB30 O9DL+l3Wl -z261 1 092 09 3 09 8 13262 PERFORM ANALYSIS

TUesday Iltpnl 0o 00 0503 PM

-- PAGE NO

PROBLEM STATrSTICS

NUMBER OP JOrNTSMBMBER+ELEMENTSSUPPORTS ~ 228 479 2SORIGINALFINAL BAND-WIDTH ~ 196 31TOTAL PRIMARY LOAD CASES ~ 8 TOTAL DEGREES OF FREEDOM ~ 1218SIZE OF STlFFNESS MATRIX ~ 226548 DOUBLE PREC WORDSREQRDAVAIlgt DlSK SPACE ~ 14l4 11297 MD IXMEM 11322 MB

++ rocessing Element Stiffness Matrix++ rocessing Global stiffne~~ Matrix_++ ProceBBing Triangular Factori~ation++ Calculating Joint Di~placements++ Calculating Member Forces

92823~2823~28239282492824

263 LOAD LIST 21 22264 bullbullbullbull265 START CONCRETE DESIGN266 CODE ACI267 UNIT INCHES KI268 TRACK 2 ALL269 MINMAIN 4 ALL270 MAXMAIN 8 ALL271 CLB 15 ALL272 CLS 15 ALlgt273 CLT 15 ALlgt274 Fe 36 ALL275 FYMAIN 40 ILL276 DESIGN COLUMN 1 TO 16 18 TO 22 57 TO 72 74 TO 78 80 TO ~o 92 TO 96 277 104 TO 114 14~ TO 153 155 TO l5~ 161 TO 171 206 TO 2J0 2J2 TO 216 21276 263 TO 267 269 TO 273 275 TO 28 320 TO 324 326 TO 330 332 TO 338 3427~ 843 TO 80 89 TO 866 865 TO 892 902 TO 908

TUesday Apnl 0 00 05 OJ PH

STAAD SPACE

~~~~~CONC~ETE TAKE OFF ~~~~~~~(FOR BEAMSAlD COLUMNSDESIGNED ABOVE)

TOTAL VOLUMEOF CO~C~ETE = 347891 CUFT

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~~END OF STAAD-III ~bullbullbullbull~

~~ DATE~ JUN 292003

bullbull~~~bullbullbullbullbullbullbullbullbull~~~bullbull~bullbullbull~~bullbull~~bullbullbullbullbullbull eo QUESTIONS ~EGARDING TIllS VE~SION OF PROGRAM bullbull RESE~RCH ENGINEERS Inc at bullbull West Coast ~(714) 974-2500 Fax- 1714) 921-2543 bullbull East Coast ~1~76) 688-3626 Fax- 197B) 685-7230 bull~~bullbull~bullbull~~~~bullbullbullbull~~~bullbullbullbullbullbull~~

Pog of

STAADSPACE

260 1 105 2 105 3 10541275 7 1275261 LOADCOMB26 075(14DL+17LL+17WL_-Z)262 1 105 2 105 3 10541275 8 1275263 LOADCOMB27 09DL+13WL X264 1 09 2 09 3 09 5 13265 LOADCOMB28 O9DL+13WL -X266 1 09 2 09 3 09 6 1 3267 LOADCOMB29 O9DL+13WL Z268 1 09 2 09 3 09 7 13269 LOADCOMB30 O9DL+13WL -Z270 1 09 2 09 3 09 8 13271 PERFORMANALYSIS

ru bullbull day Apnl 200lt 0501

-- PAGE NO

PROBLEM STATISTICS

NUMBEROF JOINTSMEMBER+ELEMENTSSUPPORTS~ 228 479 25ORI~INALFINAL B~_WIDTH ~ 196 31TOTAlgtPRIMARYLOADCASES 8 TOTALDEGREESOF FRlEDOM~ 1218SI~E OF STIFFNESS MATRIX 226548 DOUBLEPREe WORDSREQRDAVAIL DISK SPACE ~ 141411268 MIl EXMEM~ 11325 MB

++ Processing Element Stiffness Matrix++ Processing Global Stiffness Matrix++ Processing Triangular Factorizat~on++ Calculating Joint Displacements++ Calculating Member Fo~ces

9513495134951349513595135

272 LOADLIST 21 22273 u274 START CONCRETEDESIGN275 CODEACI276 UNIT INCHES KIP277 TRACK2 ALL278 MINMAIN3 ALL27~ MAXMAIN8 ALL280 CLB 1_5 ALL281 CLS 15 ALL282 CLT 15 ALL283 FC 36 ALL284 FYMAIN40 ALL285 DESIGN BEAM501 TO 618 701 TO B42 B51 TO 858 B67 TO 882 895 TO 901

0 - Df Slt

STAAD SPACE -- PAGE NO

bullbullbullbullbullbull CONCRETE TAKE OFF bullbull (FOR BEAMS AND COLUMNSDESIGNED ABOVE)

TOTAL VOLUMEOF CONCRETE _ 964374 CUFT

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

bullbullbullbull END OF STAAD-IJI bullbullbullbull

DATE JUN 29200J TIME~ ~5252

bullbullbull bullbullbullbull bullbullbull bull QUESTIONS REGARDING THIS VERSION OF PROGRAM bullbull RESEARCH ENCJNEER8 bullbull West Coast - (714) 974-2500 Fax- (714) 921-2543 bullbull East Coast - (978) 688-3626 Fax- (978) 685-7230 bullbullbull bullbull bullbullbullbull

Pobullbullbullbullbull ot

STAADSPAC

260 LOADCOMB29 09DL+l3WL Z261 1092093 09 7 13262 LOADCOMB30 09DL+l3WL -z263109209309813264 PERFORMANALYSIS

-- PAGENO

lROBLEM S TAT 1ST I C S

NUMBEROF JOINTSMEMBER+ELEMENTSSUPlORTS 228 479 25ORIGINALFINAL BAND-WIDTH_ 196 31TOTALPRIMARYLOADCASES _ 8 TOTALDEGREESOF FREEDOM_ 1218SIZE OF STIFFNESS MATRIX 226548 DOUBLEPREC WORDSRZQRDAVAIL DISK SPACE 141411353 Mll lXMEM~ 11380 Mll

H Processing Element Stiffness MatrlX 1519 H Precessing Global Stiffness Matrix 1519 H precessing Triangular Factorization 1519 H Calculating Joint Displacements 1519 H Calculating Member Forces 1520 0

265 LOADLIST 21 22266 bullbull u

267 STARI CONCRETEDESIGN268 CODEACI269 UNIT INCHES KIP270 TRACK2 ALL271 MINMAIN4 ALL272 MAXMAIN8 ALL273 CLB 15 ALL274 CLS 15 ALL275 CLT 15 AGL276 FC 44 ALI277 FYMAIN60 ALL278 DESIGN COLUMN1 TO 16 18 TO 22 57 TO 72 74 TO 78 80 TO 90 92 TO 96 279 104 TO 114 149 TO 153 155 TO 159 161 TO 171 206 TO 210 212 TO 216 21280 263 TO 267 269 TO 273 275 TO 285 320 TO 324 326 TO 330 332 TO 338 34281 843 TO 850 859 TO 566 885 TO 8n 902 TO 90S

STAAD SPACE

~bullbull~bullbullbull~~ CONCRETE TAKE OFF ~~~~bullbull(POR BEAJgtlSAND COLUMNS DESIGNED ABOVE)

__ PAGE NO

TOTAL VOLUME OF CONCRETE w 286875 CUFT

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

bullbullbullbullbull~~~END OF STAAD-III bullbullbullbullbullbullbullbull ~~

~DATEw JUN 25200

bullbullbullbullbullbull~~~bullbullbullbullbullbullbull~~bullbull~~~bullbullbull~bull eo QUESTIONS REGARDING THIS VERSION OF ~ROGRAM bullbull RESEARCH ENGINEERS Inc at bullbull West coast - (714) ~74 -2500 Fax- (7141 921-2543 bullbull East Coast - (978) 688-3626 Fax- (9781 685-7230 bull~~bullbullbullbullbullbullbullbullbull~~bullbullbull~bullbull~~

STAADSPACE

261 LOADCOMB24 075(14DL+17LL+17WL_XI262 1 105 2 105 3 1054 1275 6 1275263 LOADCOMB25 075(14DL+l7LL+l7WL_ZI264 1105 2 105 3 1054 1275 7 1275265 LOADCOMB26 075(14DL+17LL+l7WL_ZI266 1 105 2 105 3 1054 1275 B 1275267 LOADCOMB27 09DL+l3WL X26B 1 09 2 09 3 09 5 13269 LOADCOMB28 09DL+l3WL -X270 1 09 2 09 3 09 6 13271 LOADCOMB29 09DL+13WL_Z272 1 09 2 09 3 O~ 7 13273 LOADCOMB30 09DL+13WL_-Z274 1 09 2 09 3 09 8 1)275 PERFORMANALYSI8

- - PAGE NO

PROBLEM STATISTICS

NUMBER OF JOINTSMEMBER+ELEMENTSSUPPORTS _ 228 479 25ORIGINALPINAL BAND-WIDTH _ 196 31TOTAL PRIMARY LOAD CASES _ 8 TOTAL DEGREES OF FREEDOM _ 121BSIZE OF STIFF~SS MATRIX 226548 DOUBLE PREC WORDSREQRDAVAIL DISISPACE ~ 141411362 MS E~ 11354 MB

++ processing Element 8tiffness Matrix++ Processing Global Stiffness Matrix++ Processing Triangular Factorization++ Calculating Joint Displac~m~nts++ Calculating Member Forces

154753154753154753154753154754

278 START CONCRETEDESIGN279 CODEACI280 UNIT INCHES KIP281 TRACK2 ALL282 MJNMAIN4 ALL283 MAXMAIN8 ALL284 CLB 15 ALL285 CLS 15 ALL286 CLT 15 ALL287 FC 44 ALL288 FYMAIN60 ALL289 DESJGN BEAM501 TO 618 701 TO 842 851 TO 858 867 TO 882 895 TO 901

STAAD SPACE

~odnosdy April 07 200 12 bullbull PIlt

__ PAGE NO 4E

bullbull~~ CONCRETE TAKE OFF ~~~~bullbullIFOR BEAMS AND COLUMNSDESIGNED ABOVE)

TOTAL VOLUMEOF CONCRETE ~ 614543 CUFT

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

~~bullbull~~END OF STAAD-III ~~bullbullbullbull

bullbull DATE= JVlI 252003 TIME~ 154929 h

~~~~~~~~bullbull~~~bullbullbullbull~bull QUESTIONS REGARDING THIS VSRSION OF PROGRAMbull RESEARCH ENGINSERS Inc at bullbull West Coast - (7H) 974-2500 Fax- 1714) 921-2543 bullbull East Coast - 978 ) 688-3626 Fax- I~78) 685-7230 bull~~~~bullbullbullbullbullbullbullbullbull~bullbull~~bullbullbullbullbullbullbull~bullbullbullbull

STAADSPACE

260 1092 093 09 7 13261 LOADCOMB30 09DL+l3WL -z262 1092 09 3 09 8 13263 PERFORMANALYSIS

-- PAGENO

PROBLEM S TAT I S TIC S

NUMBEROF JOINTSMEMBER+ELEMENTSSUFPORTS~ 228 479 25ORIGINALFINAL BAND-WID~ ~ 196 31TOT-LPRIMARYLOADCASES ~ 8 TOTALDEGREESOF FREEDOM~ 1218SIZE OF STIFFNESS MATRIX 226548 DOUBLEPREC WORDSREQRDAVAIL DISK SPACE 1414 8471 MIl ExMEM~ 8600 MB

H Ptocessing ElemEnt StiffnEss Mattix 12 132H ProcEssing Global Stiffness Matrix 12 132H Processing Trlangular Factorization 12 132H Calculating Joint Displacements 12 1]3H Calculating MEmber Forces 12 133

266 START CONCRETEDESIGN267 CODEACI268 UNIT INCHES ~lP269 TRAC~ 2 ALL270 MINMAIN4 ALL271 MAXMAIN8 ALL272 CLB 15 ALL273 CLS 15 ALL274 CLT 15 ALL275 FC 36 ALL276 FYMAIN60 ALL277 DESIGN COLUMN1 rO 16 IS TO 22 57 TO 72 74 rO 78 80 TO 90 92 TO 96 278 104 TO 114 149 TO 153 155 TO 159 161 TO 171 206 TO 210 212 TO 216 21279 263 TO 267 269 TO 273 275 TO 285 320 TO 324 326 TO 330 332 TO 338 34280 843 TO 850 85~ TO 866 8B5 TO 892 902 TO 908

uUH CONCRETE TAKE OFF bullbullbullbullbullbullbullbullbull (FOR BEAMS AND COLUMNSDESIGNED ABOVE)

TOTAL VOLUME OF CONCRETE ~ 335474 CUFT

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

END OF STAAD-Ilr bullbullbullbullbullbullbullbullbull bull

bullbullbull DATE= JUN 282003 TrME= 12 3 5 bull

bull bullbullbullbullbullbullbullbull bullbullbullbullbullbullbull bullbullbull eo QUESTrONS REGARDrNG THIS VERSION OF PROGRAM bullbull RESEARCH ENGINEERS Inc at bullbull West Coast ~(7141 974-2500 Fax- (7141 921-2543 bullbull East Coast ~19781 686-3626 Fax- (9751 655-7230 bullbullbullbullbullbullbull bullbullbullbull bullbullbullbullbull

STAAD SPACE

260 1092 09 3 09 5 13261 LOAD COMB28 O9DL+JWL -x262 1092 09 3 09 6 J326 LOAD COMB29 O9DL+JWL Z264 1092 09 3 O~ 7 13265 LOAD COMB30 O_~DL+J3WL_-Z266 1 O_~ l O~ 3 09 B 13267 PERFORM ANALYSIS

~dn5dy AI 07 200lt 12 PM

- PAGE NO

PROBLEM STATISTICS

NUMBER OF JOINTSMEMBER+ELEMENTSSUPPORTS _ 228 479 25ORIGINALFINAL BAND-WIOTH _ 196 31TOTAL PRIMARY LOAD CASES S TOTAL DEGREES OF FREEDOM ~ 121SSIZE OF STIFFNESS MATRIX = ~~6548 DOUBLE PREC WORDSRliQRDAVAILOISISPACE ~ 1414 8511~ EXMEM _ 8579 MB

114125114125114126114126U4l27

268 LOAD LIST 21 2~269 270 START CONCRETE DESIGNl7J CODEACI22 UNIT INCHES KIP273 TRACK 2 ALL274 MINMAIN 4 ALL275 MAXMAIN 8 ALL276 CLB 15 ALL277 CLS 15 ALL278 CLT 15 ALL~79 FC 36 ALL280 FYMAIN 60 ALL28J DESIGN BEAM50J TO 6J8 70J TO 842 851 TO 858 867 TO 882 895 TO 901

bullbullbullbull CONCRETE TAKE OFF bullbullbullbull bullbullbullbull (FOR BEAMS AND COLUMNS DESIGNED ABOVE)

TOTAL VOLUME OF CONCRETE bull 727873 CUFT

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

bullbull bullbullbullbullbullbullbullbull END OF STAAD-III bullbullbullbullbullbull bullbullbullbull

bullbull DATE= JON 262003

bullbullbullbull bullbullbullbullbullbullbull bullbull bullbull bullbullbullbull bullbullbullbull bull eo QUESTIONS REGARDING THIS VERSWN OF PROGRAM bullbull RESEARCH ENGINEERS Inc at bullbull West Coast - (7141 974-2500 Fax- 714) 921-2543 bullbull East Coast - (9781 688-3626 Fax- I~78) 6SS-n30 bull bullbull bullbullbullbullbullbull bullbullbullbull bullbullbullbull bullbullbullbull bullbull bullbull

p of bullbull

STAADSPACE

2521142143144 l7253 LOADCOMB23 075(J4DL+l7LL+l7WL_Xl254 l L05 2 L05 3 LOS 4 1275 5 1275255 LOADCOMB24 075(l4DL+17LL+l7WL_XI256 l L05 2 105 3 105 4 1275 6 1275257 LOADCOMB25 075(l4DL+l7LL+l7WL_Z)258 l 105 2 105 3 105 4 1275 7 1275259 LOADCOMB26 075(l4DL+17LL+l7WL_ZI260 l l05 2 105 3 l05 4 1275 8 1275261 LOADCOMB27 09DL+l3WL_X262 l O~ 2 O~ 3 O~ 5 13263 LOADCOMB28 09DL+13WL -X264 1092 09 3 09 6 l3265 LOADCOMB2~ 0~DL+13WL Z266 1092 09 3 09 7 13267 LOADCOMB30 09DL+13WL -Z268 1092 09 3 09 8 l3269 PERFORMANALYSIS

-- PAGENO

PROBLEM STATrSTrcs

NUMBEROF JOrNTSMEMBER+~~EMENTSsUPPORTS~ 2251 4791 25ORrGI~FrNAL BAND_WIDTH~ 196 31TOTALPRIMARYLOADCASES 5 TOTALDEGREESOF FREEDOM 1218SlZE OF STIFFNESS MATRIX 226548 DOUBLEPREC WORDSREQRDAVAlL DUK SPACE 141411569 MB EI(IIgM 11607 MB

++ Processing Element Stiffness Matrix++ processing Globsl Stiffness Matrix++ proce~sing Triangular Factorization++ Calculating Joint Displacements++ Calculating Member ForCes

l65923J65923J65~23l65~24165924

270 LOADLIST lt1 22271 uu272 START CONCRETEDESIGN273 CODE ACI274 UNIT INCHES KIP275 TRACK2 ALL276 MINMAIN4 ALL277 MAXMAIN8 ALL278 CLB 15 ALL279 CLS 15 ALL280 CLT l5 ALL281 Fe 29 ALL282 FYMAIN60 ALL283 DESIGN COLUMN1 TO l6 18 TO 22 57 TO 72 74 TO 78 80 TO ~O n TO 96 ~284 104 TO 114 149 TO 153 155 TO 159 161 TO 171 206 TO 210 212 TO 216 21285 263 TO 267 269 TO 273 275 TO 2B5 320 TO 324 326 TO 330 332 TO 33B 34

bullbullbullbullbullbullbullbullbullbullbullbullbullbull CONCRETE TAKE OFF bullbullbullbullbullbullbullbullbullbullbullbullbullbull

(FOR BEAMS AND COLUMNS DESIGNED ABOVE)

TOTAL VOLUME OF CONCRETE _ ~52761 CUFT

BAR SIZENUMBER

gtbullbullbull TOTAL=

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

bullbullbullbull DATE= JON 192003 TIME= 17 027 bullbullbullbull

bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull m QUESTIONS REGARDING THIS VERSION OF PROGRAM bullbull RESEARCH ENGINEERS bullbull West Ccast - (714) 974-2500 Fax- (714) ~21-2543 bullbull East Ccast - (978) 688-3626 Fax- (978) 685-7230 bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull

STAADSPACE

252 1 105 2 105 3 105 4 1275 5 1275253 LOADCOMB24 075 (14DL+l7LL+l7WL_-XI25~ 1 105 2 105 3 105 4 175 6 1275255 LOADCOMB2S 0 7S (1 4DL+l 7LL+l 7WLZ)256 11052 105 3 105 ~ 1275 7 1175257 LOADCOMB26075(1 4DL+17LL+l 7WL -ZI258 11052 105 3 105 4 1275 8 1275259 LOADCOMB27 09DL+l3WL X260 1092 09 3 09 5 13261 LOADCOMB25 0~DL+13WL -X262 109 2 O~ 3 09 6 13263 LOADCOMB29 0~DL+l3WL Z264 1092 09 3 09 7 13265 LOADCOMB30 O 9DL+1 3WL~Z266 1092 09 3 09 8 13267 PERFORM ANALYSIS

-- PAGE NO

PROBLEM STATISTICS

NUMBER OF JOINTSMEMBER+ELEMENTSSUPPORTS ~ 228 479 25ORIGINAL~lNAL BAND_WlDTH _ 196 31TOTAL PRIMARY LO~ ~ES ~ 8 TOTAL DEGREES OF FREEDOM ~ 121BSIZE OF STIr~SS MATRIX 226548 DOUBLE PREC WORDSREQRDAVAIL DISK SPACE 1414 11622 MB ExMEM _ 11630 MB

H Processing Element Stiffness Matrix 16 45H Processing Global Stiffness Matrix 16 45H Processing Triangular Factorization 16 45H Calculating Joint Displacements 16 46H Calculating Member Forces 16 46

26B LOADLIST 21 TO 2226~bullbull u

270 STARTCONCRETEDESIGN271 CODE ACI272 UNIT INCHES KlP273 TRACK 2274 MINMAIN4 ALL27 MAXMAIN8 ALL276 CLB 1277 CLS 1527B CLT 15279 FC 29280 FYMAIN 602B1 DESIGN BEAM 501 TO 61B 70l TO 842 85l TO 858 867 TO 882 895 TO 901

STAAD SPACE -- PAGIgt NO

bullbull CONCRETE TA~E OFF bullbullbullbullbullbullbullbullbullbullbullbullbullbull(FOR BIgtAMS AND COLUMNS DESIGNED ABOVE)

TOTAL VOLUME OF CONCRETE _ 936663 CUFT

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull END OF STAAD-III bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull

bullbullbullbull DATE_ JUN 92003 TIME~ 16 6 5 bullbullbullbull

bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull

eoWestEast

OUESTIONS REGARDING TEIS VERSION OF PROGRAMRESEARCH ENGINEERS Inc at

Coa~t Ph- (7H) n4-2500 Fax- (7H) 92-2543Co~tPh- (978) 68B-3626 Fax- (~7B) 685-7230

go bullbullbull or ltOS

STAADS1ACE

252 LOAD COMB24 075114Dlt+17ltlt+17Wlt_-XI253 1 105 2 105 3 105 4 l27S 6 1275254 LOAD COMB25 075114Dlt+l7LL+l7WL_Z)255 11052 LOS 3 105 4 1275 7127S256 WAD COMB26 075114Dlt+17LL+17WL_ZI257 1 105 2 105 3 105 4 1275 8 1275258 LOAD COMB27 09DL+J3WL X259 1092 09 3 09 5 13260 WAD COMB26 O9DL+13Wlt_-X261 1092 09 3 O~ 6 13262 WAD COMB29 O9DL+l3WL Z263 J 09 2 09 3 09 7 13264 LOAD COMB30 09Dlt+l3WL -Z265 109 l OS 3 09 8 13266 PERFORMANALYSIS

-~ PAGE NO

PROBLEM S TAT S TIC S

NUMBEROF JONTSMEMBER+ELEMENTSSUPPORTS_ 228 479 25ORIGNALFNAL BAND-WlDTH~ 196 31TOTAL PRIMARYLOADCASES ~ 8 TOTALDEGREESOF FREEDOM~ 1218SlZE OF STPFNESS MATRIX 226548 DOUBLEPREC WORDSREQRDAVAL DISK SPACE ~ 1414 10570 ME EXMEM 10597 ME

++ Processing Element Stiffness Matrix++ Processing Global Stiffness Matrix++ Processing Triangular Factorization++ Calculating Joint Displac~ments++ Calculating Member Forces

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

269 START CONCRETEDESIGN270 CODEACI271 UNIT INCHES KIP271 TRACK 2 ALL273 MINMAIN 4 AL274 MAXMAIN8 ALL27S CB 15 ALL276 CS 15 AL277 CT 15 ALL278 FC 25 AL279 FYMAIN 60 ALL280 DESIGN COLUMNJ TO J6 18 TO 22 57 TO 72 74 TO 78 80 TO 90 92 TO 96 gt28J 104 TO 114 149 TO 153 lSS TO 159 J6J TO 17) 206 TO 210 212 TO 2J6 2]281 263 TO 267 269 TO 273 275 TO 285 320 TO 324 326 TO 330 332 TO 338 34283 843 TO 850 859 TO 866 885 TO 891 902 TO 908

bullbull or bullbull

STNill SPACE -- PAGE NO

~~~~CONCRETE TAKE OFF bullbullbullbullIFOR BEAMS AND COLUMNSDESIGNED ABOVE)

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

~~~~~~END OF STAAD-I11 ~~~~

bullbullbullbull DATE= JUN 282003 TIME= 123711 bullbullbullbull

bullbull

921-2543685-7230

QUESTIONS REGARDING THIS VERSION OF PROGRAMRESEARCH ENGINEERS Inc atPh- 1714) n4-2500 Fax- 17141lh- (978) 688-3626 Fax- 19781

WeBt CoaBtEast CoaBt

bullbullbullbull

STAAD SPACE

260 110521053 105 4 1275 8 1275261 LOAD COMB 27 O9DL+l3WL_X262 1092093 09 5 13263 LOAD COMB 28 O9DL+l3WL_-X264 1092093 09 6 13265 LOAD COMB 29 O9DL+l3WL_Z266 1092093 09 7 13267 LOAD COMB 30 O9DL+l3WL -z268 1092093 09 6 13269 PERFORM MlALtSrS

-- PAGE NO

PROBLEM S T ITIS TIC S

NUMBER OF JOINTSMEMBER+ELEMENTSSUFPORTS _ 228 479 25ORIGINALFINAL BAND-WIDTH 195 31TOTAro PRIMARY LOAD CASES _ 8 rOTAL DEGREES OF FREEDOW _ InSSIZE OF STIFFNESS MATRIX _ 226548 DOUBLE PRBe WORDSREQRDAVJILDISIl SPACE 141411309)IB EXMEM_ 11319 MB

++ Proce~singElement Stiffness Matrix++ PrDcessing Global Stiffness Matrix++ p~ocessing Triangular Factori2ation++ Calculating Joint Displacements++ Calculating Member Force~

1033 91033 91033 9103310103310

270 LOAD LIST 21 22271 u272 START CONCRETE DESIGN273 CODE hCI274 UNIT INCHES KIP275 TRACK 2 ALL276 MINMAIN 4 ALL277 MAXMAIN BALL278 CLB 15 ALL279 CLS 15 ALL280 CLT 15 ALL281 Fe 25 hLL282 FYMAIN 60 ALL2B3 DESIGN BEAM 501 TO 618 701 TO 842 851 TO 858 867 TO 882 8~5 TO 901

FOg or

STAAD SPACE

w bullbull day PriJ 07 200lt 12

-- PAGE NO

bullbullbullbullbull CONCRETE TAKE OFF bullbull~ bullbullIFOR BEAMS AND COLUMNS DESIGNED ABOVE)

TOTAL VOLUME OF CONCRETE ~ H07625 CUFT

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

bullbull bullbull END OF STAAD-III bullbullbullbullbullbullbull

DATE JUN 292003

bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull QUESTIONS REGARDING rum VERSION PROGRAM bullbull RESRARCH ENGINEERS bullbull West Coast gt0- (7141 974-2500 Fax- (7141 92) -2543 bullbull East Coast gt0- (9781 688-36)6 Fax- (9781 685-7230 bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull

bullbullbullbull of

APPENDIX-B

List of Buildings for Different Strength Concrete and Reinforcement

APPENDIX-B

STRUCTURE DEVELOPER CONCRETE STEELSTREGTII STRENGTH

6(SIX) STORIED RESIDEIHIAL BUILDING ABC REAL ESTATES LTD 3aao pi 60000 piAT PLOT NO 239 KHILlGI ROAD BLOCK_B ABC HOUSE (6TH FLOOR) 8 KAMALATATURKMOHAMMADPUR HOUSING ESTATL AVENUE DHAKA1205MOHAYIMADP]JR DHAKA

9(NINE) STORIED RESIDENTIAl BUILDING MONICO LIMITED 3000 pi 611000piAT PLOT 0 507 MOUZA KAFRUI~ WEST HOUSE 10 7l1 ROAD NO 71A DHANMONDlAGARGAO DHAKA RIA DHAKA-12096(MX) STOlUlm RESIDFNTIAL BUILDING MR MOHAI1MAD HABlBUR RltHMAN 2500 psi 40000 piAI BAJTUL AMAN COOPERATJVE HOUSINGSOCIETY LIMITED PLOT NO-578cS 10_124KHA TIAN 0-346(SIX) STORIED CHAMP A SUPER MARKET MIS NISHA CONSTRUCTION 2500 pi 40000 piAT RAUARANDI DAZAR 13ALIAKANDlRAJBARl5(FlVE) STORIED ADMIN BUiLDIIG OF MIS NISHA CO]STRUCTlON 2500 pi 40000 piMANSUR ALI COLLEGEAT NARUA BALIAKANDI RAJBARI7 STORIED MLlNAT PLAZA MD MINNAT HOSSAIN 25110pi 40000 psiA SHOPPING CUM RESIDENTIAL DUILDINGA1 ABDULLAHPURKERANIGONJ DHAKA

WELKINS CANOPUS WELKINS PROPIRTY MANAGFMENT LTD 2500 pi 40000 pi9 STORIED APARTME1lt DUILDllG 430 AMIRBAG RIA MEHEDIBAGliAT LALKlIAI BAZAR CHlTTAGONG CIlITTAGOGWELKINS CALYX WELKINS PROPERTY MANAGEMENT LTD 2500 psi 40000 psi9 STORIED APARTMENT I3UIWING 430 AMIRBAG RIA MEHEDIDAGIIATNASlRABAD CHITTAGONG CIllTJAGONGGRAMEEN LEPTIS MAGNA GRAMEEN BANGLA HOUSING LTD 3000 psi 60000 piAT NIKETON GULSHAN SO-lARTORI TOWER (7TH FLOOR)9 STORIED APARTMENT BUILDING 12 SOlAR GAON ROAD DHAKA 1000

APPENDIX - B

6 STORIED OFFICE BUILDING RUNNER AU rOMOBlLES LTD 2500Igti 40000 psiAT KUTURIA SAVAR DHAKA 74B GREEr ROAD DIJAKA

5-STORIED RESIDFNTIAL BlJILDING FOR MRROHIUL KARIM 2500 pi 40000 psiMRROBIUL KARIM AT PWT NO-lBROAD NO_7 SECTOR _7UTARA MODEL TOVNDHAKASNIGHDA ORCHID UNITIiCH HOLDIIGS LIMITED 2500 pi 40000 piROAD NO5 HOUSE NO - 7 BLOCK - IBANANI DHAKAJAUIIYA IJIITECH HOIDlNGS LIMITED 2500 pi 40000 piROAD 10 _9 HOUSE NO - 35 SECTOR- 4UTTARA DHAKA

ROUDRACHYA UNlTECIl HOJDIgtIGSLIMITED 2500 pl 40000 plROADNO_9 IlOUSENO-31SECTOR-4UITARADHAKA

UNITECH PRJ(SIDENCY UNITECH HOLDINGS LIMITED 2500 psi 40000 psiHUMAYANROAD PWTN034MOHAMMADPUR DHAKA

6-STORIED RESIDENTIAL BUILDING FOR Mlgt TOFAZZEL HOSSAIN 2500 pi 40000 psiMDTOFAZZEL HOSSAIN PLOT NO-64 BLOCK-C MANSURABAD HOUSING SOCIETYMOHAMMADPUR DHAKA8S10RIED IXI6MARRlED ORSQIJARTER OFFICE OF THE DW amp CE (ARMY) 3000 pi 40000 psiAT SHAHEED YOUSUF ROAD DHAKA CANTT DHAKACANIT

8 STORIED lXI6 MARRIED DRS QUARTER OFFICE OF THE OW amp CE (ARlfY) 3000 pi 40000 psiAT POSTOGOLA CANTI DHAKA DHAKACANIT

8 STORIED IXI6 MARRIED DRS QUARTER OFFICE OF THE DW amp CE (ARII-IY) 3000 pi 40000 piAT ARMY HEAD QUATER ADMIN WING DHAKACANTIDHAKA CANTT4_STORlIW ENGINEERING FACILITIES ~ 3000 pi 60000 piBUILDING JMBAR PROJECT SARAK BHABAN

APPENDIX- B

RAMNADHAKASHAPTAK SHAHNAMA SHAPTAK GRIHAY~ LIMITED 3000 psi 40000 psi8 (EIGHT) STORJED APARTMENT BUILDING 819 BLOCK-C LALMATIA DHAKA-1207FORMR M MOSHIURRAHMA-lt ATPLOTNO34 BLOCK - C LALMATIA DHAKA - 1207SHAPT AK MAVIS SHAPT AK GRIllA Ylli LIMITED 3000 psi 40000 psi8 (EIGHT) STORIED APARThlENT BUlTJ)ING 819 BLOCK-C lALMATlA DHAKA_1207fOR MR M MOSHllJR RAHMAN AT PLOT NO314HLOCK C LALMArJA DHAKA 1207

APPENDIX-C

list of Buildings Using ExcavatorLabour for Excavation Work

APPEND1X-C

STRITCTlJRE

LABAID CARDIAC CENTREROAD _ 4 DHAllfONDJ DHAKA

LABAID SPECIALIZED 1I0SlIT AIROAD - 4 D1IA~MONDr DHKA

HABIT AT CENTER21 S]ORJED SHOPPING OFFICE COtPLEXSHAY AMOU DHAKASAM COMPLEX21 STORIED SHOPPING OfFICE COMPLEXSHAYA)IjOLl DHAKA(LOBE SHOPING CENTERto SIORJED SHOPPING OFFICE COtPLEX24 MIRPUR ROAD DHAKAHAPPY HOMES DR RAtA fULLA ARCADE6 STORIED BUIWINGROAD NO 3 DHANMONDI DJIAKAMULTILA GREEN VILLA15 SfORJED BUIWINGGREEN ROAD DHAKA

Such as 18 Storied New Market CityComplexadjacent of Dhaka new market14 storied CRP building project atMirJlur-14 Dhaka

nlvrLOP~R

LAB AlD corSTRUCTlOr

LAB AID CONSTRUCTlO

IIABITAJ REAL ESTATE LTD

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

UNIVERSE CONSTRUCTION LTD(CONTRACTOR)

NOWIUSlMEIT

EXCA VATlOr- WORKPERFORMIW BY

EQUIPMEN l 1~IiNSIVE

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

EQUIPMENT INTElS1Vpound I ~~~0 -Ilt~ s-

J~LABOUR INTENSIVE~i -ii amp

jjik ciI ~ ~ f- 1j

LABOURINTENSIV lt~~(I)ill- ~ J lt 4M

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

BYMD ASHADUZZAMAN

STUDENT NO 040008101P

Approved as to the style and content by

DM~~SlmProfessorDept of IPESUET Dhaka

A-JMuLP~2 Dr Md Mazharul Hoque

ProfessorDept of CESUET Dhaka

3 Dr~hsan Akhtar HasinAssociate ProfessorDept of IPESUET Dhaka

Chairman(Supervisor)

Member

April2004

BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY

DHAKA-lOOO BANGLADESH

DECLARA nON

April 2004

~Md Asha~~zt~~an

ACKNOWLEDGEMENT

Author

ABSTRACT

CONTENTS

Declaration

Acknowledgement

Abstract

Contents

List of Figures

List of Tables

List of Graphs

Abbreviation

13 Methodology

241 Excavation 12

245 Mixing 19

31 Introduction 24

341 Humnware 31

342 Infoware 32

3430rgaware 33

344 Hardware 34

OF BANGLADESH

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

51 Discussion

52 Conclusion

REFERENCES

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

DECLARA nON

April 2004

~Md Asha~~zt~~an

ACKNOWLEDGEMENT

Author

ABSTRACT

CONTENTS

Declaration

Acknowledgement

Abstract

Contents

List of Figures

List of Tables

List of Graphs

Abbreviation

13 Methodology

241 Excavation 12

245 Mixing 19

31 Introduction 24

341 Humnware 31

342 Infoware 32

3430rgaware 33

344 Hardware 34

OF BANGLADESH

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

51 Discussion

52 Conclusion

REFERENCES

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

ACKNOWLEDGEMENT

Author

ABSTRACT

CONTENTS

Declaration

Acknowledgement

Abstract

Contents

List of Figures

List of Tables

List of Graphs

Abbreviation

13 Methodology

241 Excavation 12

245 Mixing 19

31 Introduction 24

341 Humnware 31

342 Infoware 32

3430rgaware 33

344 Hardware 34

OF BANGLADESH

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

51 Discussion

52 Conclusion

REFERENCES

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

ABSTRACT

CONTENTS

Declaration

Acknowledgement

Abstract

Contents

List of Figures

List of Tables

List of Graphs

Abbreviation

13 Methodology

241 Excavation 12

245 Mixing 19

31 Introduction 24

341 Humnware 31

342 Infoware 32

3430rgaware 33

344 Hardware 34

OF BANGLADESH

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

51 Discussion

52 Conclusion

REFERENCES

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

CONTENTS

Declaration

Acknowledgement

Abstract

Contents

List of Figures

List of Tables

List of Graphs

Abbreviation

13 Methodology

241 Excavation 12

245 Mixing 19

31 Introduction 24

341 Humnware 31

342 Infoware 32

3430rgaware 33

344 Hardware 34

OF BANGLADESH

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

51 Discussion

52 Conclusion

REFERENCES

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

241 Excavation 12

245 Mixing 19

31 Introduction 24

341 Humnware 31

342 Infoware 32

3430rgaware 33

344 Hardware 34

OF BANGLADESH

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

51 Discussion

52 Conclusion

REFERENCES

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

OF BANGLADESH

4213 Concrete 48

4214 Steel 49

4215 ReC Grading 50

51 Discussion

52 Conclusion

REFERENCES

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

LIST OF FIGURES

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

LIST OF TABLES

Strength 40 ksi 56

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

Strength 40 ksi 57

Strength 40 ksi 58

Strength 40 ksi

Strength 40 kSI 59

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

LIST OF GRAPHS

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

ADPASTM

GCRampD

ABBREVIATIONS

Bangladesh Standard

KiloPound

Personal Computer

Poly Vinyl Chloride

Quality Control

Reinforced Concrete

United Kingdom

CHAPTER 1

INTRODUCTION

The Global Trend

(a) Humnware

(b) Infoware and

(e) Hardware

13 Methodology

developed economies

Bangladesh

CHAPTER 2

innovative

o Labour based and

Llbaur - _

Equipment Intensive

Labour Based

Labour Intensive

geographical area

the humnware

printer

241 Excavation

machines

1 Power shovels

2 Backhoes

3 Draglines

machine

control units

operation

(g) Hawk_Bulk W~

(e) Cranes

(h) Q)-Qlick Mount

(c) Daglines

moisture contents

excessive damages

base material

homogenous soils

(b) Grid roller

It) Placer Drill

(b) Rotary drill

steel structure

245 Mixing

produced

batches

construction sites

without staging [11

(a)Air Compressor

rg Wrench

(b) Hammer

(d) Concrete Pump

are below-

construction robots

construction sites

CHAPTER 3

31 Introduction

countries

capacities [16]

local contractors

National Assembly

Date 1962 to 1974

NoofFioors-31

Bhaban

No of Floors - 20

Architect VISTARA

Date 1999 to 2003

bull Precast lintel

bull Road divider

country

construction

tech era

341 Humnware

342 Infoware

- AutoCAD

Word Processing

Operating Systems

3430rgaware

344 Hardware

CHAPTER 4

because 01-

around Bangladesh

excavation

of excavation

preferable

Season

2 For Excavator

100 500 440 90000200 1000 880 90000500 2500 2200 900001000 5000 4400 900002000 10000 8500 900005000 25000 22000 9000010000 50000 44000 9000020000 100000 95000 9000040000 200000 218000 180000100000 500000 755000 450000

100 1000 980 90000200 2000 1960 90000500 5000 4900 900001000 10000 9800 900002000 20000 19600 900005000 50000 49000 9000010000 100000 98000 9000020000 200000 210000 18000040000 400000 476000 360000100000 1000000 1610000 900000

100 1500 1670 90000200 3000 3340 90000500 7500 8350 900001000 15000 16700 900002000 30000 33400 900005000 75000 83500 9000010000 150000 167000 13500020000 300000 355000 270000

40000 600000 794000 540000100000 1500000 2615000 1350000

100 2000 2560 90000200 4000 5120 90000500 10000 12800 900001000 20000 25600 900002000 40000 51200 900005000 100000 128000 9000010000 200000 256000 18000020000 400000 540000 36000040000 800000 1192000 720000100000 2000000 3820000 1800000

5 Excavation Cost

~ ~---------------

------ -

- ExcavatorI-Manual

50 -----

10 Excavation Cost

I Excavator-Manual

- __ - - --- - - _ - -

- - - - - - - - - - -

- - 250 -

lti 300~~ooo~

o 100U

Area (in 100 sft)

15 Excavation Cost

300~bull~ 250 - - - 000 ~bullbull- 0~0U 100 - ---- - -

Area (in 100 sft)

20 Excavation Cost

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --

- - - -- - - -- - - - - - - --

350 ---------

bullbull 300

~ 0U 100 -

-----------

_______ c C __

___ c c_

-- Excavator-Manual

Area (in 100 sft)

4212 Reinforcement

reinforcement

bull Twisted bar

4213 Concrete

strength concrete

4214 Steel

4215 RCC Grading

I Type - 1 60 44

Type - 2 60 36

Type - 3 60 29

Type - 4 60 25

Type - 5 40 44

Type - 6 40 36

Type - 7 40 29

Type - 8 40 25

4 10487 Ib5 2148 Ib6 1375 Ib7 1386 Ib8 3971 Ib

4 23844 Ibs5 1346 Ib6 5329 Ib7 5487 Ib8 10511 Ib

4 6330 Ib5 5653 Ib6 1644 Ib7 2771 Ib8 4722 Ib

4 22348 Ibs5 4039 Ib6 8655 Ib7 4001 Ib8 5049 Ib

4 787191bs5 29898 Ibs6 37505 Ibs7 57257 Ibs8 58754 Ibs

26213 Ibs3528 cUft

4 221821bs5 10011 Ibs6 37652 Ibs7 6918 Ibs8 34297 Ibs

432191bs9367 cuft

28958 Ibs4190 cuft

43733 Ibs10076 cuft

4 8680 Ib5 1358 Ib6 1434 Ib7 2588 Ib8 7727 Ib

4 17629 Ibs5 4878 Ib6 7745 Ib7 7921 Ib8 16895 Ibs

26752 Ibs3479 cuft

= 50201 Ibs9644 cuft

27379 lbs4709 cUft

53845 Ibs10111 cuft

4 6602 Ib5 2506 Ib6 7068 Ib7 5216 Ib8 8370 Ib

4 18686 Ibs5 13536 Ibs6 15858 Ib7 1085 Ib8 5565 Ib

4219 Cost Analysis

bull Design

60000 psi 23625 Tkton

Total Cost

0 ~oou

~~oo~000

bull bull

Costn Percentage

_Totalcosl

- - - - -

---------_-

- - - - - - - - - - - - - -

_35 --------------- bull

CHAPTER 5

51 Discussion

volumes

52 Conclusion

Excavation

Material

July 1999

Management

Method

APPENDIX-A

APPENDIXA

bullbullbullbull

bullbull

bullbull bull

bullbull

0~~bull~o 0

obull000D~

00o 0 000

~~noqg~ 0gt

bull 0 0O0~oWO

bull bull bullbull

bull~bull rno

oo gt 0

wwow 0 ~~

oeoooDOoe

o DO0gt0e

0 bullbull

ON a~fii --

gt1 ltS 0 90 udv PJ

8JfiiSawLS

STAAD SPACE PAGE 10

n m eo 81 m~227 94 95 551 96 n 99 0

55j 00 101 555 106 107 m 108 m 112 55

no m 114 115 240 00 0 102 no 104 CO 228 56~

m m 125 m no 127 0 m 229 m en 140 m 0 141 53J

0 00 145 146 147 m m 152 m 153 58

m 158 on m 159 00 00 160 00 242 00 148 59~

102 oom 183 00 243 no no 171 on 172 173 m en 231 613

lt bull 0

59B 6973 ZRANGE 4854-2

20420520620720B209210211 212213 214 21521621721B219220 221222223224-22522622722B21~130 131131233 234135 136 13 7 238239

241142243244-245246

249250251252 253 254255256257

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

Pog of

__ PAGE 0SIMD SPACE------------------- -------------------

BAR SIZSNUMBER

mIGHT(in lbs)

1868563135362115B57951084 _9755~520

285 FINISIl

DATE= JON 2~200J

-- ~AGE NO

PROBLEM STATISTrcs

163542163542163542163543163543

mgtow 0

bullbull

0 0 0 0bull

W bullw bull

PROBLEM STATISTICS

10H46101646101646101647101647

BAR SIZENUllBER

H TOT1L~

283 FINISH

WEIGHT(in lbs)

176933223469319085 Sl136~151335171

5384462

H DATE= JUN 292003 TIME~ 1018 4 H

A13ry ot

STAAD SPACE

-- PAGE NO

PROBLEM STJlTISTICS

162B56162656162657162857162857

bullbull r

bull gt ~ ~~

~ ~ ~b ~C m lt

STAAD SPACE

-- PAGE NO

PROBLEM STATISTICS

STAAD SACE

__ ~AGSNO

BAR SlZENUMBER

bullbull TOTA~~

28~ FINISH

lin lbs)

868018135806143447158775772658

2178704

DATE= rUN~9~003

9Oglt of

STAAD SPACE

-- PAGE NO

PROBLEM STAJISJICS

115749115749115749115750115750

BAR SIZENUMBER

TOTAG~

186 FINISH

WEIGHT(~n Ibs)

176288448775077448379214

1689494

4793815

STAAD SPACE

-- PAGE NO

PROBLEM STATrSTICS

92823~2823~28239282492824

STAAD SPACE

BAR SIZENUMBE~

u TOTAL~

282 FINISH

WEIGHT(in lbs)

7770_05143175379537468648~067 99

2675164

~~ DATE~ JUN 292003

Pog of

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

9513495134951349513595135

0 - Df Slt

BAR SIZENUMBER

268 FINISH

WEJCHT(in Ibs)

177047115913713077931152341667496

5020131

STAADSPAC

-- PAGENO

STAAD SPACE

__ PAGE NO

BAR SIZENUMBER

bullbullbull TOTAL~

284 FINISH

WEIGHT(in 1bs)

10486852147631374701385_57397060

1936535

~DATEw JUN 25200

STAADSPACE

- - PAGE NO

PROBLEM STATISTICS

154753154753154753154753154754

STAAD SPACE

__ PAGE NO 4E

BAR SIZENUMBER

h TOTAL=

292 FINISH

WEIGHTlin Ib)

23844211346225329075487201051119

46517 _88

STAADSPACE

-- PAGENO

BAR SIZENUJolBER

TOTAr~

263 FINISH

WEIGHT(in lbsl

6330H565332164366277114472160

2112007

STAAD SPACE

- PAGE NO

PROBLEM STATISTICS

114125114125114126114126U4l27

BAR SIZENUMBER

bullbull

284 FINISH

WEIGHT(in Ibs)

lt234770403~248654~34000 ~6504918

4409100

p of bullbull

STAADSPACE

-- PAGENO

PROBLEM STATrSTrcs

l65923J65923J65~23l65~24165924

BAR SIZENUMBER

289 FINISH

WEIGHT(in lbBI

7871 93298984~750 545725 66587542

STAADSPACE

-- PAGE NO

PROBLEM STATISTICS

BAR SIZENUMBER

bullH TOTAL~

284 FINISH

WEIGHT(in Ibs)

2218196100107537652369180134297

4321892

eoWestEast

STAADS1ACE

-~ PAGE NO

123548123548123548123549123549

267 LOID LIST 2l 22268 u++

BAR S1ltENUMBER

WEIGHTlin lbsl

9534245293381031637769676075

U TOTAL= 28~5a 03

286 FINISH

bullbull

921-2543685-7230

bullbullbullbull

STAAD SPACE

-- PAGE NO

1033 91033 91033 9103310103310

FOg or

STAAD SPACE

-- PAGE NO

TOTAL~

286 FINISH

WEIGIJT(in Ibs)

2555707312566433964100076370299

4373300

DATE JUN 292003

bullbullbullbull of

APPENDIX-B

APPENDIX - B

APPENDIX- B

APPENDIX-C

APPEND1X-C

STRITCTlJRE

nlvrLOP~R

LAB AID CONSTRUCTlO

GLOBE CENTER LTD

HAPPY HOMES LTD

MULTIPLAN LTD

NOWIUSlMEIT

EQlIPME~T INTElSTVE

EQUlPMElT INTElSIVE

EQUIMElT INTENSIVE

FQUlPMENT INTENSIVE

jjik ciI ~ ~ f- 1j

LABOUR INTENSIVE (

00000001

00000002

00000003

00000004

00000005

00000006

00000007

00000008

00000009

00000010

00000011

00000012

00000013

00000014

00000015

00000016

00000017

00000018

00000019

00000020

00000021

00000022

00000023

00000024

00000025

00000026

00000027

00000028

00000029

00000030

00000031

00000032

00000033

00000034

00000035

00000036

00000037

00000038

00000039

00000040

00000041

00000042

00000043

00000044

00000045

00000046

00000047

00000048

00000049

00000050

00000051

00000052

00000053

00000054

00000055

00000056

00000057

00000058

00000059

00000060

00000061

00000062

00000063

00000064

00000065

00000066

00000067

00000068

00000069

00000070

00000071

00000072

00000073

00000074

00000075

00000076

00000077

00000078

00000079

00000080

00000081

00000082

00000083

00000084

00000085

00000086

00000087

00000088

00000089

00000090

00000091

00000092

00000093

00000094

00000095

00000096

00000097

00000098

00000099

00000100

00000101

00000102

00000103

00000104

00000105

00000106

00000107

00000108

00000109

00000110

00000111

00000112

00000113

00000114

00000115

00000116

00000117

00000118

00000119

00000120

00000121

00000122

00000123

00000124

Documents

TECHNOLOGY FORCONSTRUCTION INDUSTRY OFBANGLADESH