ip steel

Lovely Professional University, PunjabCourse Code Course Title Course Planner Lectures Tutorials Practicals CreditsCIV342 DESIGN OF STEEL STRUCTURES 16756::Megha Gupta 3.0 1.0 0.0 4.0Course Category Courses with numerical and conceptual focus

TextBooks Sr No Title Author Edition Year Publisher NameT-1 LIMIT STATE DESIGN OF STEEL

STRUCTURES.K.DUGGAL 2nd 2014 TATA MCGRAW HILL INDIA

Reference BooksSr No Title Author Edition Year Publisher NameR-1 DESIGN OF STEEL STRUCTURES SS BHAVIKATTI 2nd 2010 I K INTERNATIONAL PVT LTDR-2 DESIGN OF STEEL STRUCTURES N SUBRAMANIAN 1st 2011 OXFORD UNIVERSITY PRESS, USAR-3 IS:800 (2007) INDIAN STANDARD

CODE FOR GENERAL CONSTRUCTION IN STEEL

1st 2008 BIS NEW DELHI,2008

Other Reading

Sr No Journals articles as Compulsary reading (specific articles, complete reference)OR-1 http://nptel.iitm.ac.in/courses/IIT-MADRAS/Design_Steel_Structures_I/index.php ,

OR-2 http://www.engr.mun.ca/~adluri/courses/steel/ppt%20files1/Topic%20-Tension%20members.pdf ,

OR-3 http://www.egr.msu.edu/~harichan/classes/ce405/chap5.pdf ,

OR-4 http://www.egr.msu.edu/~harichan/classes/ce405/chap3.pdf ,

Relevant WebsitesSr No (Web address) (only if relevant to the course) Salient FeaturesRW-1 http://www.youtube.com/watch?v=Xw14CnhAick Design of bolted connection

RW-2 http://nptel.ac.in/video.php?subjectId=105103094 Web lectures on complete design of steel structure.RW-3 http://www.youtube.com/watch?v=8U9kf6D1-ig Design of welded connection

LTP week distribution: (LTP Weeks)Weeks before MTE 7

Weeks After MTE 7

Week Number

Lecture Number

Broad Topic(Sub Topic) Chapters/Sections of Text/reference books

Other Readings,Relevant Websites, Audio Visual Aids, software and Virtual Labs

Lecture Description Learning Outcomes Pedagogical ToolDemonstration/ Case Study / Images / animation / ppt etc. Planned

Live Examples

Week 1 Lecture 1 General Consideration(Loads)

T-1:1 OR-1RW-2

Lecture will explain thedifferenttypes of load which areconsidered in design.

Students will learnabout variousprovision which areused for thecalculation ofload for design.

Class basedteaching and powerpoint presentation

General Consideration(Introduction)

T-1:1 OR-1RW-2

Zero lecture and introduction aboutstructural element,standard specificationand Codes etc

Students will learn the basics of steel structures, different elements of steel structures and specifications to be considered for their design


Industrial buildings,trusses etc. Walking shed in front of block 56,41 C,41 B etc.

Lecture 2 General Consideration(Introduction)

T-1:1 OR-1RW-2

Zero lecture and introduction aboutstructural element,standard specificationand Codes etc

Students will learn the basics of steel structures, different elements of steel structures and specifications to be considered for their design


Industrial buildings,trusses etc. Walking shed in front of block 56,41 C,41 B etc.

General Consideration(Loads)

T-1:1 OR-1RW-2

Lecture will explain thedifferenttypes of load which areconsidered in design.

Students will learnabout variousprovision which areused for thecalculation ofload for design.


Lecture 3 General Consideration(Structural steels and their specifications)

T-1:1R-2:3

OR-1 Lecture will throw a light onspecification of different structural steel elements.

Student willunderstand about thespecification of different steel elements and their usage requirement for different conditions.

Class basedteaching and powerpoint presentation.

Detailed Plan For Lectures

Spill Over 7

Week 1 Lecture 3 General Consideration(Structural elements)

T-1:1R-2:3

OR-1 Lecture describes Stress strain curve for Steel vsConcrete and Timber etc.

Student willunderstand about thestress strain curve formild steel , concreteand advantage ofsteelover concrete andtimber.


Angle sections, I sections etc used in trusses.sheds can be compared with timber used in trusses.

General Consideration(Steel vs. Concrete and Timber)

T-1:1R-2:3

OR-1 From this lecture, students will come to know about the Rolled SteelStructure

Student will gatherinformationabout the differentelements of steelstructure such as ISection ,channelsection


Angle sections, I sections etc used in trusses.sheds etc.Channel sections and I sections has been used in walking shed in front of block 56,55.

Week 2 Lecture 4 General Consideration(Design specifications as per IS: 800)

T-1:1R-2:3

OR-1 This lecture will explain IS specification for steel design.

Student willunderstand thespecifications and criteria to be followedper IS 800 for design of steel structures.


General Consideration(Structural layout)

T-1:1R-2:3

OR-1 This lecture will explain thestructural layout.

Students will gatherinformationabout the structuralsystems and their layout.


Lecture 5 General Consideration(Strength and stiffness considerations)

T-1:1 RW-2 This lecture will explain

about the strength andstiffness considerations

Student willunderstand the criteria to be consideredfor strength and stiffness for safety of any structure.

Class basedteachingand power pointpresentation.

General Consideration(Efficiency of cross-section)

T-1:1 RW-2 Descriptionabout theefficiency ofcross-section

Student willbe able to check whether section is efficientor not for any particular load condition.

Class basedteachingand power pointpresentation.

Week 2 Lecture 6 Introduction To Limit State Design(Introduction)

T-1:4R-2:3

OR-1RW-2

This lecture will explain bolted joints.

Students will gather knowledge about bolted connections used for connecting different structural members of any steel structure.


Connection in between different members of a bridge truss,industrial building.

Week 3 Lecture 7 Introduction To Limit State Design(Bolted Connection & their types)

T-1:5 OR-1RW-2

This lecture will describe boltedconnection and their types.

Students willgather knowledge about different bolted connectionused for different conditions like in railway bridges,trusses etc.


Connection in between different members of a railway bridge,industrial building.

Introduction To Limit State Design(Bolted Connections)

T-1:5 OR-1RW-2

This lecture will throw a light on boltedconnection.

Students willunderstand about thebolted connectionusedin bridges trusses,industrial sheds etc


Connection between column base and concrete pedestal.

Introduction To Limit State Design(Failure of Bolted Joints)

T-1:5 OR-1RW-2

This lecture will explain the failure of bolted joints.

Students willunderstand about thefailure of boltedconnection which isrequired for thedesign of connection.


Failure of connection between column base with concrete pedestal.

Lecture 8 Introduction To Limit State Design(Specification for bolted joints)

T-1:5 RW-1RW-3

This lecture will explain the specifications for bolted joints.

Student willlearn thespecification to be followed fordesign of boltedjoint under different conditions of loading.


Introduction To Limit State Design(Bearing Type Connections)

T-1:5 RW-1RW-3

This lecture will explain bearing typeconnections.

Student will learn properties and use of bearing typeconnection in steel structure.


Introduction To Limit State Design(Tensile Strength of plate)

T-1:5 RW-1RW-3

This lecture will give an idea about tensilestrength of plate.

Student will learnabout tensile strengthof plate and its calculation which will help them for the design of member

Class basedteaching.

Lecture 9 Introduction To Limit State Design(Strength and efficiency of the joint)

T-1:5 RW-1RW-2

This lecture will describe the strength andefficiency of joint.

Student will learn to analyse strength andefficiency of joint.

Class basedteaching.

Week 3 Lecture 9 Introduction To Limit State Design(Advantages and Disadvantages of bolted connections)

T-1:5 RW-1RW-2

Learning about theadvantages anddisadvantages of boltedconnection.

Students willunderstand the advantages and disadvantages of use of bolted connection for different conditions and places


Week 4 Lecture 10 Test1

Lecture 11 Introduction of Welded Connection(Introduction)

T-1:6 RW-2 This lecture will make studentsfamiliar with the weldedconnection.

Student willlearn aboutweldedconnection,uses and their advantages over bolted and riveted connection.


Connections of columns (provided in walking sheds) with base plate in front of block 56,55.

Introduction of Welded Connection(Simple)

T-1:5 RW-2 Description about differentwelded connections.

Student willdifferentiation between simple, semi and rigid connections.


Connection between beam and column,different members of truss.

Introduction of Welded Connection(Semi-rigid and rigid connections)

T-1:6 RW-2 Description about different welded connections.

Student willdifferentiation between simple, semi and rigid connections.



Introduction of Welded Connection(Types of welded joints)

T-1:6 RW-2 The lecture will explain weldedconnection and different types of welded connection.

Student willget an idea of welded connection and their types depending upon the way in which they have been provided.


Connection between column base and column,different members of truss.

Lecture 12 Introduction of Welded Connection(Design of welded joint subjected to axial loads)

T-1:6 RW-2RW-3

The lecture will describe the designofwelded joint subjectedtoaxial loads

Student will be able to design weldedjoint subjected toaxialloads

Class basedteaching and problem solving.


Week 5 Lecture 13 Introduction of Welded Connection(Welded joints subjected to eccentric loads)

T-1:6 RW-2RW-3

Lecture will describe design of weldedjoints subjectedto eccentric loads.

Student will be able to design weldedjoints subjected toeccentric loads.

Class based teaching

welded connections provided in different sheds.

Week 5 Lecture 14 Tension Members(Net area) T-1:7 OR-1OR-2RW-2

The lecture will give an overview about the net area, neteffective area for angles,tees.

Student will gatherknowledge about netarea, net effectivearea for angles and tees and their calculations for a tension member.

Class based teaching and problem solving.

Tension Members(Net effective area for angles)

T-1:7 OR-1OR-2RW-2

The lecture will give an overview about the net area, net effective area for angles, tees.

Student will gather knowledge about net area, net effective area for angles and tees and their calculations for a tension member.

Class based teaching.

Tension Members(Tees) T-1:7 OR-1OR-2RW-2

The lecture will give an overview about the net area, net effective area for angles, tees.

Student will gather knowledge about net area, net effective area for angles and tees and their calculations for a tension member.


Plate with holes.

Lecture 15 Tension Members(Design of tension member)

T-1:7 OR-1OR-2RW-2

The lecture will explain the design oftensionmember

Student will be able to design the tensionmember.


Week 6 Lecture 16 Tension Members(Tension splice)

T-1:7 OR-1OR-2RW-2

Discussion bout the tensionsplice and high strength cables.

Student will be able to the designof tension splice and high strength cables.


Tension Members(High strength steel cables)

T-1:7 OR-1OR-2RW-2

Discussion bout the tension splice and high strength cables.

Student will be able to the designof tension splice and high strength cables.


Lecture 17 Flexural Members(Design criteria)

T-1:9 OR-1RW-2

This lecture is all about the designcriteria for flexural member design

Student will be able to design laterally supported beamsas per allowed stresses and design criteria.


Flexural Members(Permissible stresses)

T-1:9 OR-1RW-2

This lecture is all about the design criteria for flexural member designcriteria for flexural member design



Week 6 Lecture 17 Flexural Members(Laterally supported beams and their design)

T-1:9 OR-1RW-2

This lecture is all about the design criteria for flexural member design



Lecture 18 Flexural Members(Web buckling)

T-1:9 OR-1RW-2

Discussion about the web buckling and web crippling.

Student will gathertheinformation about importance and use of web buckling and crippling for beam design.

Class based teaching and power point presentation.

Beam sections provided in different steel buildings.

Flexural Members(Web crippling)

T-1:9 OR-1RW-2

Discussion about the web buckling and web crippling.

Student will gathertheinformation about importance of web buckling and crippling for beam design.


Beam sections provided in different steel buildings.

Week 7 Lecture 19 Flexural Members(Built up beams)

T-1:9 OR-1RW-2

Discussion on builtup beams,encased beam and members subjected to combined bending and compression.

Student will understand the difference between builtup beams,encased beam and members subjected to combined bending and compression and their uses.


Beams sections provided in steel buildings subjected to heavy loading.

Flexural Members(Encased beams)

T-1:9 OR-1RW-2

Discussion on built up beams,encased beam and members subjected to combined bending and compression.




Flexural Members(Members subjected to bending and compression)

T-1:9 OR-1RW-2

Discussion on built up beams,encased beam and members subjected to combined bending and compression.




SPILL OVERWeek 7 Lecture 20 Spill Over

Lecture 21 Spill Over

MID-TERMWeek 8 Lecture 22 Plate Girders(Introduction) T-1:12 OR-1

RW-2The deals with plate girders, typesof sections which can beused plate girder,element of section.

Student will be able to judge the type of section required for different elements of plate girder.


Rail Road over bridge.

Plate Girders(Types of section)

T-1:12 OR-1RW-2

The deals with plate girders, types of sections which can be used plate girder,element of section.




Plate Girders(Elements of plate girder)

T-1:12 OR-1RW-2

The deals with plate girders, types of sections which can be used plate girder,element of section.




Lecture 23 Plate Girders(General considerations)

T-1:12 OR-1RW-2

Discussion about general considerations of plate girders and flexural strength of plate girder.

Student will gathertheinformation aboutgeneralconsideration to be followed for design of plate girder. They will understand the importance and use of flexural strength in plate girder design.


Plate Girders(Flexural Strength)

T-1:12 OR-1RW-2

Discussion about general considerations of plate girders and flexural strength of plate girder.

Student will gathertheinformation aboutgeneralconsideration to be followed for design of plate girder. They will understand the importance and use of flexural strength in plate girder design.


Week 8 Lecture 24 Plate Girders(Shear Strength of web)

T-1:12 OR-1RW-2

The lecture will throw a light on shear strength of web,shear buckling design method.

Student will be able to design the members of plate girder considering different criteria like shear strength of web,shear buckling.

Class based teaching or problem solving.

Plate Girders(Shear Buckling Design Methods)

T-1:12 OR-1RW-2

The lecture will throw a light on shear strength of web,shear buckling design method.

Student will be able to design the members of plate girder considering different criteria like shear strength of web,shear buckling.


Week 9 Lecture 25 Plate Girders(End Panel design)

T-1:12 OR-1RW-2

The lecture is all about the end panel design.

Student will become able to design the end panel of plate girder under different set of conditions.


Lecture 26 Stiffeners(Intermediate Web Stiffners)

T-1:12 OR-1RW-2

Description about the concept of intermediateweb stiffeners,load carrying stiffeners,bearing stiffeners.

Students will be able to differentiate between intermediateweb stiffeners,load carrying stiffeners and bearing stiffeners and their uses according to different requirements.

Class based teaching and power point presentation

Stiffeners provided in a rail road over bridge.

Stiffeners(Load Carrying Stiffners)

T-1:12 OR-1RW-2

Description about the concept of intermediate web stiffeners,load carrying stiffeners,bearing stiffeners.

Students will be able to differentiate between intermediate web stiffeners,load carrying stiffeners and bearing stiffeners and their uses according to different requirements.



Stiffeners(Bearing Stiffners) T-1:12 OR-1RW-2

Description about the concept of intermediate web stiffeners,load carrying stiffeners,bearing stiffeners.

Students will be able to differentiate between intermediate web stiffeners,load carrying stiffeners and bearing stiffeners and their uses according to different requirements.



Week 9 Lecture 27 Stiffeners(Design Of Diagonal Stiffners)

T-1:12 OR-1RW-2

Discussion about the designofdiagonal stiffeners,tension stiffeners.

Student will be able to design of diagonal stiffeners,tension stiffeners for plate girder.


Stiffeners(Design Of Tension Stiffners)

T-1:12 OR-1RW-2

Discussion about the design of diagonal stiffeners,tension stiffeners.

Student will be able to design of diagonal stiffeners,tension stiffeners for plate girder.


Week 10 Lecture 28 Stiffeners(Torsional Stiffners)

T-1:12 OR-1RW-2

The lecture is all about the torsionalstiffeners and curtailment of flanges.

Student will be able to check curtailment of flanges of plate girder.Also they will be able to design torsional stiffener for plate girder.


Stiffeners(Curtailment Of Flanges)

T-1:12 OR-1RW-2

The lecture is all about the torsional stiffeners and curtailment of flanges.

Student will be able to check curtailment of flanges of plate girder.Also they will be able to design torsional stiffener for plate girder.


Lecture 29 Test2

Lecture 30 Compression Members(Axially loaded columns)

T-1:8 RW-2 The lecture will throw a light on axially loaded columns, their effectivelength and slenderness ratio.

Student will be able to understand the meaning of axially loaded column. Also they will understand the need of their effectivelength and slenderness ratio for an axially loaded column.


Columns provided in walking shed in front of 41B, 41C block

Compression Members(Effective length)

T-1:8 RW-2 The lecture will throw a light on axially loaded columns, their effective length and slenderness ratio.

Student will be able to understand the meaning of axially loaded column. Also they will understand the need of their effective length and slenderness ratio for an axially loaded column.

Class based teaching with IS 800:2007.


Week 10 Lecture 30 Compression Members(Slenderness ratio)

T-1:8 RW-2 The lecture will throw a light on axially loaded columns, their effective length and slenderness ratio.

Student will be able to understand the meaning of axially loaded column. Also they will understand the need of their effective length and slenderness ratio for an axially loaded column.

Class based teaching with IS 800:2007.


Week 11 Lecture 31 Compression Members(Allowable stresses)

T-1:8 OR-1RW-2

Learning of design concepts and criteria.

Students will be able to design axially loaded columns as per IS code specifications.


Compression Members(General specifications)

T-1:8 OR-1RW-2




Compression Members(Design of axially loaded members)

T-1:8 OR-1RW-2




Lecture 32 Laced and battened columns(Laced and battened columns and their design)

T-1:8 OR-1RW-2

Lecture will throw a light on built-up column and their design.

Student will be able to design the built up column i.e. laced column and battened column.


Laced and battened columns(Built up compression members)

T-1:8 OR-1RW-2

Lecture will throw a light on built-up column andtheir design.

Student will be able to design the built up column i.e. laced column and battened column.


Battened columns has been provided at the entrance of BH5,BH6.

Lecture 33 Laced and battened columns(Eccentrically loaded columns and their design)

T-1:8 OR-1RW-2

The lecture will give description about eccentricallyloadedcolumns and theirdesign.

Student will be able to design eccentrically loaded columns.


Columns provided on the stage on right side of L.P.U. mall.

Week 12 Lecture 34 Laced and battened columns(Column splice and its design)

T-1:8 OR-1RW-2

Learning about the design ofcolumn splice and encased column.

Student will be able to design column splice.Also student will be able to gt knowledge about the use of encased column.


Week 12 Lecture 34 Laced and battened columns(Encased columns)

T-1:8 OR-1RW-2

Learning about the design ofcolumn splice and encased column.

Student will be able to design column splice.Also student will be able to gt knowledge about the use of encased column.


Lecture 35 Test3

Lecture 36 Column Bases(Introduction) T-1:11 OR-1RW-2

Lecture will explain theconcept of columnbases.

Student willunderstand theconcept and need ofcolumnbases


Column bases provided in walking shed in front of block 56

Week 13 Lecture 37 Column Bases(Slab Base) T-1:11 RW-2 The lecture will throw a light on design ofcolumn bases.

Student will be ableto design thecolumnbases.


Lecture 38 Column Bases(Gusseted base)

T-1:11 OR-1RW-2

Lecture will describe the gussetedbase.

Student willbe able to design thegussetedbase.


Lecture 39 Column Bases(Gusseted base)

T-1:11 OR-1RW-2

Lecture will describe the gussetedbase.

Student willbe able to design thegussetedbase.


Week 14 Lecture 40 Column Bases(Column base subjected to moment)

T-1:11 RW-2 The lecture will make studentsfamiliar with the columnbases subjected tomoment.

Student will be able to design column basesubjected tomoment.


SPILL OVERWeek 14 Lecture 41 Spill Over


Week 15 Lecture 43 Spill Over



Scheme for CA:

Component Frequency Out Of Each Marks Total Marks

Test 2 3 10 20

Total :- 10 20

Details of Academic Task(s)AT No. Objective Topic of the Academic Task Nature of Academic Task

(group/individuals/field work

Evaluation Mode Allottment / submission Week

Test2 To evaluate student's knowledge for the topics taught to them

Design Of Tension Member. Individual Manual 9 / 10

Test1 To judge the knowledge of the students for the topics taught to them

Design Of bolted connection and their types Individual Manual 3 / 4

Test3 To judge the knowledge of the students for the topics taught to them

Plate girder and compression Member Individual Manual 11 / 12

Plan for Tutorial: (Please do not use these time slots for syllabus coverage)Tutorial No. Lecture Topic Type of pedagogical tool(s) planned

(case analysis,problem solving test,role play,business game etc)

Tutorial1 Wind load calculations for a structure. Problem SolvingTutorial2 Analysis of building for seismic forces Problem SolvingTutorial3 Design of Bolted connection Problem SolvingTutorial4 Design of welded connection Problem SolvingTutorial5 Design of tension member Problem SolvingTutorial6 Design of laterally supported beam Problem SolvingTutorial7 Design of unlaterally supported beam Problem Solving

After Mid-TermTutorial8 Design of elements of plate girder like splicing, bearing stiffener,

web stiffener etc.Problem Solving

Tutorial9 Design of welded plate girder Problem SolvingTutorial10 Design of axially loaded column Problem SolvingTutorial11 Design of battened column Problem Solving

Tutorial12 Design of laced column Problem SolvingTutorial13 Design of column base Problem SolvingTutorial14 Design of Moment Resisting Base Plate Problem Solving

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