First Floor Slab Calcualtions Block 1&2 Part A&B R1.pdf

MSN

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Geometry Units

Plan Dimensions: meters Slab Thickness: mm Support Dimensions: mm

Angles: degrees Elevations: mm Support Height: meters

Loading and Reaction Units

Point Force: kN Line Force: kN/m Area Force: kN/m

- Report As Zero: 0 kN - Report As Zero: 0 kN/m - Report As Zero: 0 kN/m

Point Moment: kN-m Line Moment: kN Area Moment: kN/m

- Report As Zero: 0 kN-m - Report As Zero: 0 kN - Report As Zero: 0 kN/m

Spring and Stiffness Units

Point Force Spring: kN/mm Line Force Spring: kN/mm Area Force Spring: N/mm

Point Moment Spring: kN-m/rad Line Moment Spring: kN/rad Area Moment Spring: kN/m-rad

Slab Analysis Units

Force: kN Moment: kN-m Concrete Stress: N/mm

- Report As Zero: 0 kN - Report As Zero: 0 kN-m - Report As Zero: 0 N/mm

Force Per Width: kN/m Moment Per Width: kN Deflection: mm

- Report As Zero: 0 kN/m - Report As Zero: 0 kN - Report As Zero: 0 mm

Materials Units

Concrete Volume: cu. m Reinforcing Area: sq. mm PT Force: kN

Reinforcement Weight: tonnes Tendon Profile: mm Reinforcing Stress: N/mm

PT Weight: kg Cover: mm

Miscellaneous Units

Floor Area: sq. m Density: kg/m Elongations: mm

Tendon Angles (for friction): radians

MSN PRE-STRESSED CONCRETE - Block -1 Part A - 1st floor Slab R0.cpt - 3/12/2015

Units

Units - 2

Positive Loads

Positive Analysis

Positive Reactions


Signs

Signs - 3

Concrete MixMix Name

Density (kg/m)

Density ForLoads (kg/m)

f'ci(N/mm)

f'c(N/mm)

fcui(N/mm)

fcu(N/mm)

Poissons Ratio Ec Calc

User Eci(N/mm)

User Ec(N/mm)

C20/25 2400 2400 16 20 20 25 0.2 Code 20000 22500

C25/30 2400 2400 20 25 25 30 0.2 Code 22500 25000

C28/35 2400 2400 20 28 25 35 0.2 Code 22500 26500

C30/37 2400 2400 20 30 25 37 0.2 Code 22500 27500

C32/40 2400 2400 20 32 25 40 0.2 Code 22500 28500

C35/45 2400 2400 20 35 25 45 0.2 Code 22500 30000

C40/50 2400 2400 20 40 25 50 0.2 Code 22500 32000

C45/55 2400 2400 20 45 25 55 0.2 Code 22500 33500

C50/60 2400 2400 20 50 25 60 0.2 Code 22500 35000

C55/67 2400 2400 20 55 25 67 0.2 Code 22500 37000

C60/75 2400 2400 20 60 25 75 0.2 Code 22500 39000

C70/85 2400 2400 20 70 25 85 0.2 Code 22500 41500

PT SystemsSystem Name Type

Aps(sq. mm)

Eps(N/mm)

fse(N/mm)

fpy(N/mm)

fpu(N/mm)

Duct Width(mm)

StrandsPer Duct

Min Radius(meters)

12.9mm Bonded bonded 100 195000 1100 1580 1860 70 4 2

PT Stressing ParametersSystem Name

Jacking Stress(N/mm)

Seating Loss(mm)

Anchor Friction

Wobble Friction(1/meters)

Angular Friction(1/radians)

Long-Term Losses(N/mm)

12.9mm Bonded 1395 6 0.02 0.0017 0.2 150

Reinforcing BarsBar Name

As(sq. mm)

Es(N/mm)

Fy(N/mm) Coating

StraightLd/Db

90 HookLd/Db

180 HookLd/Db

T8 50.3 200000 460 None Code Code Code

T10 78.5 200000 460 None Code Code Code

T12 113 200000 460 None Code Code Code






SSR Systems

SSR System NameStud Area(sq. mm)

Head Area(sq. mm)

Min Clear HeadSpacing (mm)

Specified StudSpacing (mm)

Fy(N/mm)

Stud Spacing RoundingIncrement (mm)

Min StudsPer Rail

SystemType

10mm SSR 78.5 785 15 None 420 5 2 Rail

12mm SSR 113.1 1131 15 None 420 5 2 Rail

16mm SSR 201.1 2011 15 None 420 5 2 Rail

20mm SSR 314.2 3142 15 None 420 5 2 Rail

25mm SSR 490.9 4909 15 None 420 5 2 Rail


Materials

Materials - 4

Loading Name Type Analysis On-Pattern Factor Off-Pattern FactorSelf-Dead Loading Self-Weight Normal 1 0.7143

Balance Loading Balance Normal 1 1

Hyperstatic Loading Hyperstatic Hyperstatic 1 1

Other Dead Loading Dead Normal 1 0.7143

Live (Unreducible) Loading Live (Unreducible) Normal 1 0


Loadings

Loadings - 5

All Dead LCActive Design Criteria: Analysis: Linear

Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1

Other Dead Loading 1 1

Dead + Balance LCActive Design Criteria: Analysis: Linear


Balance Loading 1 1


Initial Service LCActive Design Criteria: Initial Service DesignAnalysis: Linear


Balance Loading 1.13 1.13

Service LC: D + LActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear


Balance Loading 1 1


Live (Unreducible) Loading 1 0

Service LC: D + LrActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear


Balance Loading 1 1


Service LC: D + SActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear


Balance Loading 1 1


Service LC: D + 0.75L + 0.75LrActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear


Balance Loading 1 1


Live (Unreducible) Loading 0.75 0

Service LC: D + 0.75L + 0.75SActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear


Balance Loading 1 1



Sustained Service LCActive Design Criteria: Sustained Service DesignAnalysis: Linear


Balance Loading 1 1


Live (Unreducible) Loading 0.5 0.5


Load Combinations

Load Combinations - 6

Factored LC: 1.4DActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear

Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.4 0.9

Hyperstatic Loading 1 1

Other Dead Loading 1.4 0.9

Factored LC: 1.2D + 1.6L + 0.5LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear





Factored LC: 1.2D + f1L + 1.6LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear

Loading Standard Factor Alt. Envelope Factor

Self-Dead Loading 1.2 0.9




Factored LC: 1.2D + 1.6L + 0.5SActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear





Factored LC: 1.2D + f1L + 1.6SActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear





L.T. Uncracked Deflection L.C.Active Design Criteria: Analysis: Linear


Balance Loading 3 3


Live (Unreducible) Loading 1.5 1.5

Incremental DeflectionActive Design Criteria: Analysis: Linear


Balance Loading 2 2



1.2 DL + 1.6 LLActive Design Criteria: Analysis: Linear

Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 1

Other Dead Loading 1.2 1



Load Combinations (2)

Load Combinations - 7

Code Minimum Design318-05 Min. Reinforcement

User Minimum DesignSpecified Min. Reinforcement

Initial Service Design318-05 Initial Service Design

Service Design318-05 Service Design

Include detailed section analysis

Sustained Service Design318-05 Sustained Service Design

Strength Design318-05 Strength Design

Punching Shear Design

Ductility Design318-05 Ductility Design


Design Rules

Design Rules - 8

t=30

0C

35/4

5

300 x 600C35/45

300 x 1000C35/45

300 x 600C35/45

300 x 1500C35/45

300 x 600C35/45

300 x 1500C35/45

300 x 600C35/45

300

x 60

0C

35/4

5

300

x 10

00C

35/4

5

300

x 60

0C

35/4

5

300 x 600C35/45

300 x 1500C35/45

300 x 600C35/45

300 x 1500C35/45

300 x 600C35/45

300 x 1000C35/45

300 x 600C35/45

Mes

h In

put:

Bea

ms;

Bea

m D

imen

sion

s; B

eam

Con

cret

e M

odel

s; S

lab

Area

s; S

lab

Area

T hi

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; Sla

b Ar

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Mod

els;

Sla

b O

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Sla

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atch

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Poi

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Poi

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ons;

Lin

e Su

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ine

Supp

ort I

cons

; Wal

ls A

bove

; Wal

ls B

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; Col

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Abo

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; Poi

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oint

Spr

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Icon

s; P

oint

Spr

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ine

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Are

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Valu

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ser N

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; Use

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ser D

imen

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s;

Scal

e =

1:15

0

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Mes

h In

put:

Sta

ndar

d P

lan

Mes

h In

put:

Sta

ndar

d Pl

an -

9

#1 #4#5

#6#7

#16

#18

#26

#34

#36

#41

#43

#45

#50

#54

#57

#59

#61

#63

#67

#71

#74

#76

#78

#80

#84

#89

#91

#93

#98

#100

#108

#117

Elem

ent:

Wal

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Elem

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A -

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Sla

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Elem

ent:

Sta

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d P

lan

Elem

ent:

Sta

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d Pl

an -

10

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=30

0

t=40

0

t=30

0

t=30

0

t=30

0

t=30

0

t=40

0

t=40

0

t=30

0

t=30

0

t=30

0

t=30

0

t=40

0

t=30

0

t=30

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t=30

0

t=30

0

t=30

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t=30

0

t=30

0

t=30

0

Elem

ent:

Wal

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Elem

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CO

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- Bl

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Sla

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5

Elem

ent:

Sup

port

s B

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Sla

b Su

mm

ary

Pla

n

Elem

ent:

Sup

port

s Be

low

Sla

b Su

mm

ary

Plan

- 1

1

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4Fz

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Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4 Fz=2

5

Fz=2

5

Fz=2

5

Fz=2

5

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4 Fz=2

5

Fz=2

5

Fz=2

5

Fz=2

5

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4 Fz=2

5

Fz=2

5

Fz=2

5

Fz=2

5

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=2

5

Fz=2

5

Fz=2

5

Fz=2

5 Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=2

5

Fz=2

5

Fz=2

5

Fz=2

5 Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4

Fz=1

4Fz

=14

Fz=1

4Fz

=14

Fz=1

4

Fz=1

4

Fz=6

Fz=6

Fz=6

Fz=6

Fz=3

Fz=3

Fz=3

Fz=3

Fz=3

Fz=3

Fz=3

Fz=3

Oth

er D

ead

Load

ing:

Poi

nt L

oads

; Poi

nt L

oad

Icon

s; P

oint

Loa

d Va

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; Lin

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ads;

Lin

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Load

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Elem

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umn

Elem

ents

Bel

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lab

Elem

ents

; Sla

b El

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t Out

line

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y;

Scal

e =

1:15

0

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Oth

er D

ead

Load

ing:

All

Load

s P

lan

Oth

er D

ead

Load

ing:

All

Load

s Pl

an -

12

Fz=3

Fz=3

Fz=3

Fz=3

Live

(Unr

educ

ible

) Loa

ding

: Poi

nt L

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; Poi

nt L

oad

Icon

s; P

oint

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; Lin

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Lin

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Load

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s; A

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Load

Val

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ts A

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; Col

umn

Elem

ents

Bel

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lab

Elem

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; Sla

b El

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t Out

line

Onl

y;

Scal

e =

1:15

0

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Live

(U

nred

ucib

le)

Load

ing:

All

Load

s P

lan

Live

(U

nred

ucib

le)

Load

ing:

All

Load

s Pl

an -

13

0

0 0

0

00

00

0

00

0

0

0

0

00

0

00

0

0

0

00 0

Initi

al S

ervi

ce L

C: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Dra

win

g Im

port

: Use

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es; U

ser N

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; Use

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ons;

El

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t: W

all E

lem

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Bel

ow; W

all E

lem

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ve; W

all E

lem

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; Sla

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ts; S

lab

Elem

ent O

utlin

e O

nly;

Sc

ale

= 1:

150

Initi

al S

ervi

ce L

C -

Vert

ical

Def

lect

ion

Plot

(Max

imum

Val

ues)

One

Con

tour

= 0

.25

mm

Min

Val

ue =

-1.2

01 m

m @

(32.

8,11

.8)

Max

Val

ue =

0.8

891

mm

@ (4

1.76

,1.4

)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Init

ial S

ervi

ce L

C:

Max

Def

lect

ion

Pla

n

Initi

al S

ervi

ce L

C: M

ax D

efle

ctio

n Pl

an -

14

0 0 05

0

5

5

0

5

5

5

00 0

Serv

ice

LC: D

+ L

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

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s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

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; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Scal

e =

1:15

0Se

rvic

e LC

: D +

L -

Vert

ical

Def

lect

ion

Plot

(Max

imum

Val

ues)

One

Con

tour

= 1

mm

Min

Val

ue =

-0.1

333

mm

@ (4

5.5,

9.35

) M

ax V

alue

= 9

.999

mm

@ (4

0.8,

-9.3

)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Serv

ice

LC:

D +

L:

Max

Def

lect

ion

Pla

n

Serv

ice

LC:

D +

L:

Max

Def

lect

ion

Plan

- 1

5

0

0 0

00

0

00

0

0-5

00 0

-5

0

0

0

0 0

00 0 00

-5

0

0

0 0

-5

0 00 00-5

00

0

0

-5

000

-5

00

0

00

-5

000

0

Serv

ice

LC: D

+ L

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

elow

; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Scal

e =

1:15

0Se

rvic

e LC

: D +

L -

Axia

l Str

ess

Plot

(@B

otto

m o

f Sla

b) (X

-Axi

s D

irect

ion)

One

Con

tour

= 1

N/m

m

Min

Val

ue =

-10.

16 N

/mm

@ (3

7.73

,-6.5

) M

ax V

alue

= 4

.69

N/m

m @

(41.

76,1

.25)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Serv

ice

LC:

D +

L:

Bot

tom

X S

tres

s P

lan

Serv

ice

LC:

D +

L:

Bott

om X

Str

ess

Plan

- 1

6

0

00

00 0

0

-5

00

-5

0

0

05

0-5

0

00

-50 0-50

0

-5

-10 0

0

-5

0

0

0 0

Serv

ice

LC: D

+ L

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

elow

; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Scal

e =

1:15

0Se

rvic

e LC

: D +

L -

Axia

l Str

ess

Plot

(@B

otto

m o

f Sla

b) (Y

-Axi

s D

irect

ion)

One

Con

tour

= 1

N/m

m

Min

Val

ue =

-10.

04 N

/mm

@ (1

3.35

,8.8

) M

ax V

alue

= 7

.288

N/m

m @

(21.

35,9

.679

)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Serv

ice

LC:

D +

L:

Bot

tom

Y S

tres

s P

lan

Serv

ice

LC:

D +

L:

Bott

om Y

Str

ess

Plan

- 1

7

0

0

00 010

0

1000 1

00

0

00

0

0100

600

500

20000

00

0

400

0 2000 60

0

100

-10020

0

400

0-200100

-100

100

0

100 10

0 0

00

0

0

0

00 10

0100

-100 10

0

600

300

300

-100 10

0

0

100

0

0

0

1000

0 0 100

500

300

300

0 200

0

0

0

00

0 100

100 00

Fact

ored

LC

: 1.2

D +

1.6

L +

0.5L

r: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Dra

win

g Im

port

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

El

emen

t: W

all E

lem

ents

Bel

ow; W

all E

lem

ents

Abo

ve; W

all E

lem

ent O

utlin

e O

nly;

Col

umn

Elem

ents

Bel

ow; C

olum

n El

emen

ts A

bove

; Sla

b El

emen

ts; S

lab

Elem

ent O

utlin

e O

nly;

Sc

ale

= 1:

150

Fact

ored

LC

: 1.2

D +

1.6

L +

0.5L

r - B

endi

ng M

omen

t Plo

t (M

axim

um V

alue

s) (X

-Axi

s D

irect

ion)

One

Con

tour

= 2

0 kN

Min

Val

ue =

-317

.9 k

N @

(21.

35,1

1.91

) M

ax V

alue

= 7

14.4

kN

@ (3

7.35

,1.1

)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Fact

ored

LC

: 1.

2D +

1.6

L +

0.5

Lr:

Max

Mx

Pla

n

Fact

ored

LC:

1.2

D +

1.6

L +

0.5

Lr:

Max

Mx

Plan

- 1

8

00

00 0 2500

0 0

500

0

0 0

-2500

0

00

250

0

0

0 00

000

-250

0

0 0

250

750

-250

00

00 250

0 0

250

00

0 -250

0 0

00

0

250

0

0 0

00 000 0

Fact

ored

LC

: 1.2

D +

1.6

L +

0.5L

r: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Dra

win

g Im

port

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

El

emen

t: W

all E

lem

ents

Bel

ow; W

all E

lem

ents

Abo

ve; W

all E

lem

ent O

utlin

e O

nly;

Col

umn

Elem

ents

Bel

ow; C

olum

n El

emen

ts A

bove

; Sla

b El

emen

ts; S

lab

Elem

ent O

utlin

e O

nly;

Sc

ale

= 1:

150

Fact

ored

LC

: 1.2

D +

1.6

L +

0.5L

r - B

endi

ng M

omen

t Plo

t (M

axim

um V

alue

s) (Y

-Axi

s D

irect

ion)

One

Con

tour

= 5

0 kN

Min

Val

ue =

-732

.3 k

N @

(37.

92,1

.4)

Max

Val

ue =

965

.2 k

N @

(40.

48,1

.4)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Fact

ored

LC

: 1.

2D +

1.6

L +

0.5

Lr:

Max

My

Pla

n

Fact

ored

LC:

1.2

D +

1.6

L +

0.5

Lr:

Max

My

Plan

- 1

9

R

S

Fz=18.7

R

S

Fz=4

.78

R

S

Fz=4

.8

R

S

Fz=5

8.4

R

S

Fz=5

5

R

S

Fz=252R

S

Fz=799R

S

Fz=802R

S

Fz=254

R

S

Fz=1420R

S

Fz=552R

S

Fz=551R

S

Fz=1420

R

S

Fz=434R

S

Fz=1020R

S

Fz=476R

S

Fz=479R

S

Fz=1030R

S

Fz=437

R

S

Fz=378R

S

Fz=1050R

S

Fz=341R

S

Fz=342R

S

Fz=1060R

S

Fz=383

R

S

Fz=1430R

S

Fz=565R

S

Fz=562R

S

Fz=1430

R

S

Fz=252R

S

Fz=809R

S

Fz=822R

S

Fz=258

Fact

ored

LC

: 1.2

D +

1.6

L +

0.5L

r: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Dra

win

g Im

port

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

El

emen

t: W

all E

lem

ents

Bel

ow; W

all E

lem

ents

Abo

ve; W

all E

lem

ent O

utlin

e O

nly;

Col

umn

Elem

ents

Bel

ow; C

olum

n El

emen

ts A

bove

; Sla

b El

emen

ts; S

lab

Elem

ent O

utlin

e O

nly;

Sc

ale

= 1:

150

Fact

ored

LC

: 1.2

D +

1.6

L +

0.5L

r - R

eact

ion

Plot

: (W

all B

elow

,Col

umn

Bel

ow,P

oint

Spr

ing,

Line

Spr

ing,

Poin

t Sup

port

,Lin

e Su

ppor

t)(Fz

)(Sta

ndar

d C

onte

xt)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Fact

ored

LC

: 1.

2D +

1.6

L +

0.5

Lr:

Std

Rea

ctio

ns P

lan

Fact

ored

LC:

1.2

D +

1.6

L +

0.5

Lr:

Std

Reac

tions

Pla

n -

20

00 0

10

5

20

5

55

5

55

20

1010

5

0

5

10

5

0

510

5

5

15

55

5

20

25

255

15

15

5

00 0

L.T.

Unc

rack

ed D

efle

ctio

n L.

C.:

Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

elow

; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Scal

e =

1:15

0L.

T. U

ncra

cked

Def

lect

ion

L.C

. - V

ertic

al D

efle

ctio

n Pl

ot (M

axim

um V

alue

s)O

ne C

onto

ur =

1 m

mM

in V

alue

= -0

.441

8 m

m @

(45.

5,9.

35)

Max

Val

ue =

28.

03 m

m @

(40.

8,-9

.3)

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

L.T.

Unc

rack

ed D

efle

ctio

n L.

C.:

Max

Def

lect

ion

Pla

n

L.T.

Unc

rack

ed D

efle

ctio

n L.

C.:

Max

Def

lect

ion

Plan

- 2

1

450

450

150

150

150

150

850

850

150

150

150

450

450

450

150

150

454545454545454545454545

150

150

150

150

1350

1350 26

0

260

260

260

260

260

260

260

260

260

260

260

150

150

454545454545454545454545

150

150

150

150

1350

1350 56

0

560

560

560

560

560

560

560

560

560

560

560

150

150

454545454545454545454545

150

150

150

150

150

150 56

0

560

560

560

560

560

560

560

560

560 15

0

150

150

150

150

150 4

54545454545454545454545

150

150

260

260

260

260

260

260

260

260

260

260

260

260

1350

1350

150

150

150

150

454545454545454545454545

150

150

450

450

150

150

150

150

850

850

150

150

150

450

450

450

5S5S3S3S3S2S2S3S3S3S5S5S

2S2S

2S2S


5S5S3S3S3S2S2S3S3S3S5S5S 2S2S

2S2S


5S5S3S3S3S2S2S3S3S3S5S5S 2S2S

2S2S

2S2S 5S5S3S3S3S3S3S3S5S5S

5S5S3S3S3S3S3S3S5S5S 2S2S

2S2S

2S2S 5S5S3S3S3S2S2S3S3S3S5S5S


2S2S

2S2S


Man

ual L

atitu

de T

endo

n: T

endo

ns; N

um S

tran

ds; T

endo

n In

flect

ion

Rat

io; J

acks

; Ten

don

Poin

ts; P

rofil

e Va

lues

; Use

r Not

es; U

ser L

ines

; Use

r Dim

ensi

ons;

D

raw

ing

Impo

rt: U

ser N

otes

; Use

r Lin

es; U

ser D

imen

sion

s;

Mes

h In

put:

Bea

ms;

El

emen

t: W

all E

lem

ents

Abo

ve; W

all E

lem

ents

Bel

ow; W

all E

lem

ent O

utlin

e O

nly;

Col

umn

Elem

ents

Abo

ve; C

olum

n El

emen

ts B

elow

; Sla

b El

emen

ts; S

lab

Elem

ent O

utlin

e O

nly;

La

titud

e Te

ndon

Par

amet

ers:

Ban

ded

Tend

ons;

Ban

ded

Tend

on D

escr

iptio

n; B

ande

d Te

ndon

Fill

et G

raph

ics;

Dis

trib

uted

Ten

don

Qua

drila

tera

l; D

istr

ibut

ed T

endo

n D

escr

iptio

n; D

istr

ibut

ed T

endo

n O

verla

p Ar

eas;

Ten

don

Void

; Sc

ale

= 1:

150

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Man

ual L

atit

ude

Tend

on:

Stan

dard

Pla

n

Man

ual L

atitu

de T

endo

n: S

tand

ard

Plan

- 2

2

300 x 600300 x 1000300 x 600

300 x 1500

300 x 600300 x 1500300 x 600

300

x 60

0

300

x 10

00

300

x 60

0

300 x 600300 x 1500300 x 600

300 x 1500

300 x 600300 x 1000300 x 600

150240940240150

1502604596045260150

1502604596045260150

1502604596045260150

150260150150260150

150240240150150240240150

150240240120960120240240150

1502604596045260150

1502604596045260150

1502604596045260150

150260150150260150

150240240150150240240150

150240240120960120240240150

1502604596045260150

1502604596045260150

1502604596045260150

150260150150260150

150240240150150240240150

150240240150150240240150

150260150150260150

1502604596045260150

1502604596045260150

1502604596045260150

150240240120960120240240150

150240240150150240240150

150260150150260150

1502604596045260150

1502604596045260150

1502604596045260150

150240940240150

3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S3S3S

2S2S2S2S

2S2S2S2S2S2S

2S2S2S2S2S2S2S2S

3S3S3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S3S3S

2S2S2S2S

2S2S2S2S2S2S

2S2S2S2S2S2S2S2S

3S3S3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S3S3S

2S2S2S2S

2S2S2S2S2S2S

2S2S2S2S2S2S

3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S3S3S

2S2S2S2S2S2S2S2S

2S2S2S2S2S2S

2S2S2S2S

3S3S3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S3S3S

3S3S3S3S

Man

ual L

ongi

tude

Ten

don:

Ten

dons

; Num

Str

ands

; Ten

don

Infle

ctio

n R

atio

; Jac

ks; T

endo

n Po

ints

; Pro

file

Valu

es; U

ser N

otes

; Use

r Lin

es; U

ser D

imen

sion

s;

Dra

win

g Im

port

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

M

esh

Inpu

t: B

eam

s; B

eam

Dim

ensi

ons;

El

emen

t: W

all E

lem

ents

Abo

ve; W

all E

lem

ents

Bel

ow; W

all E

lem

ent O

utlin

e O

nly;

Col

umn

Elem

ents

Abo

ve; C

olum

n El

emen

ts B

elow

; Sla

b El

emen

ts; S

lab

Elem

ent O

utlin

e O

nly;

Lo

ngitu

de T

endo

n Pa

ram

eter

s: D

istr

ibut

ed T

endo

n Q

uadr

ilate

ral;

Dis

trib

uted

Ten

don

Des

crip

tion;

Ban

ded

Tend

ons;

Ban

ded

Tend

on D

escr

iptio

n; B

ande

d Te

ndon

Fill

et G

raph

ics;

Dis

trib

uted

Ten

don

Ove

rlap

Area

s; T

endo

n Vo

id;

Scal

e =

1:15

0

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Man

ual L

ongi

tude

Ten

don:

Sta

ndar

d P

lan

Man

ual L

ongi

tude

Ten

don:

Sta

ndar

d Pl

an -

23

1OK

2OK

3OK

4OK

5OK

6OK

7OK

8OK

9OK

10OK

11OK

12OK

13OK

14OK

15OK

16OK

17OK

18OK

19OK

20OK

21OK

22OK

23OK

24OK

25OK

26OK

27OK

28OK

29OK

30OK

31OK 32

OK33OK

34OK

35OK

36OK

37OK 38

OK39OK

40OK

41OK 42

OK43OK

44OK

45OK

46OK

47OK

48OK

49OK 50

OK51OK 52

OK53OK

54OK

55OK

56OK

57OK

58OK

59OK

60OK

61OK

62OK

63OK

64OK

65OK

66OK

67OK

68OK

69OK

70OK

71OK

72OK

73OK

74OK

75OK

76OK

77OK

78OK

79OK

80OK 81

OK82OK

83OK

84OK

85OK

86OK

87OK

88OK

89OK

90OK

91OK

92OK 93

OK94OK

95OK

96OK

97OK

98OK

99OK

100OK

101OK

102OK

103OK

104OK

105OK

106OK

107OK

108OK

109OK

110OK

111OK

112OK

113OK

114OK

115OK

116OK

117OK

118OK

119OK

120OK

121OK

122OK

123OK

124OK

125OK

126OK

127OK

128OK

129OK

130OK

131OK

132OK

133OK 134

OK135OK 136

OK137OK

138OK

139OK

140OK

141OK

142OK

143OK

144OK

145OK

146OK

147OK

148OK

149OK

150OK

151OK

152OK

153OK 154

OK155OK

156OK

157OK

158OK

159OK

160OK

161OK

162OK

163OK

164OK

165OK

166OK

167OK

168OK

169OK

170OK

171OK

172OK

173OK

174OK

175OK

176OK

177OK

178OK

179OK

180OK

181OK

182OK

183OK

184OK

Des

ign

Stat

us: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s; L

atitu

de S

pan

Des

igns

; Spa

n D

esig

n N

umbe

rs; S

pan

Des

ign

Stat

us; L

atitu

de D

S D

esig

ns; D

S D

esig

n N

umbe

rs; D

S D

esig

n St

atus

; D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

elow

; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Scal

e =

1:15

0

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Des

ign

Stat

us:

Lati

tude

Sta

tus

Pla

n

Des

ign

Stat

us:

Latit

ude

Stat

us P

lan

- 24

T20@175TAt=529

T20@5730TAt=16.5

T12@2300TAt=105

T12@2650TAt=91.3

T12@175TAt=4370

T12@200TAt=4020

T12@425TAt=543

T12@425TAt=560

T20@125TAt=633

T20@175TAt=529

T12@500TAt=742

T20@150TAt=568

T20@175TAt=529

T12@475TAt=511

T12@500TAt=481

T12@200TAt=4090

T12@225TAt=3720

T12@1130TAt=214

T12@2380TAt=102

Des

ign

Stat

us: L

atitu

de S

pan

Des

igns

; Spa

n D

esig

n To

p B

ars;

Spa

n D

esig

n B

ar D

escr

iptio

ns; L

atitu

de D

S D

esig

ns; D

S D

esig

n As

Top;

DS

Des

ign

Top

Bar

s; D

S D

esig

n B

ar S

paci

ng; U

ser N

otes

; Use

r Lin

es; U

ser D

imen

sion

s;

Dra

win

g Im

port

: Use

r Lin

es; U

ser N

otes

; Use

r Dim

ensi

ons;

El

emen

t: W

all E

lem

ents

Abo

ve; W

all E

lem

ents

Bel

ow; W

all E

lem

ent O

utlin

e O

nly;

Col

umn

Elem

ents

Abo

ve; C

olum

n El

emen

ts B

elow

; Sla

b El

emen

ts; S

lab

Elem

ent O

utlin

e O

nly;

R

einf

orce

men

t: La

titud

e U

ser C

once

ntra

ted

Rei

nf.;

Top

Face

Con

cent

rate

d R

einf

.; B

oth

Face

s C

once

ntra

ted

Rei

nf.;

Auto

Fac

e C

once

ntra

ted

Rei

nf.;

Con

cent

rate

d R

einf

. Des

crip

tions

; Lat

itude

Use

r Dis

trib

uted

Rei

nf.;

Top

Face

Dis

trib

uted

Rei

nf.;

Bot

h Fa

ces

Dis

trib

uted

Rei

nf.;

Auto

Fac

e D

istr

ibut

ed R

einf

.; D

istr

ibut

ed R

einf

. Des

crip

tions

; Sc

ale

= 1:

150

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Des

ign

Stat

us:

Lati

tude

Top

Rei

nfor

cem

ent

Pla

n

Des

ign

Stat

us:

Latit

ude

Top

Rein

forc

emen

t Pl

an -

25

T10@250B

2 T20B2 T20B2 T20B3 T20B3 T20B 3 T20B3 T20B

4 T20B4 T20B 4 T20B4 T20B

5 T20B4 T20B3 T20B4 T20B4 T20B 4 T20B4 T20B

4 T20B4 T20B2 T20B5 T20B5 T20B 5 T20B5 T20B

5 T20B5 T20B 5 T20B5 T20B

2 T20B2 T20B2 T20B3 T20B3 T20B 3 T20B3 T20B

Des

ign

Stat

us: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s; L

atitu

de S

pan

Des

igns

; Spa

n D

esig

n B

otto

m B

ars;

Spa

n D

esig

n B

ar D

escr

iptio

ns; L

atitu

de D

S D

esig

ns; D

S D

esig

n B

otto

m B

ars;

D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

elow

; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Rei

nfor

cem

ent:

Bot

tom

Fac

e C

once

ntra

ted

Rei

nf.;

Bot

h Fa

ces

Con

cent

rate

d R

einf

.; Au

to F

ace

Con

cent

rate

d R

einf

.; C

once

ntra

ted

Rei

nf. D

escr

iptio

ns; B

otto

m F

ace

Dis

trib

uted

Rei

nf.;

Bot

h Fa

ces

Dis

trib

uted

Rei

nf.;

Auto

Fac

e D

istr

ibut

ed R

einf

.; D

istr

ibut

ed R

einf

. Des

crip

tions

; Lat

itude

Use

r Con

cent

rate

d R

einf

.; La

titud

e U

ser D

istr

ibut

ed R

einf

.; Sc

ale

= 1:

150

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Des

ign

Stat

us:

Lati

tude

Bot

tom

Rei

nfor

cem

ent

Pla

n

Des

ign

Stat

us:

Latit

ude

Bott

om R

einf

orce

men

t Pl

an -

26

185

OK 18

6O

K

187

OK

188

OK

189

OK 1

90 OK

191

OK

192

OK

193

OK

194

OK

195

OK

196

OK 19

7O

K

198

OK

199

OK

200

OK

201

OK

202

OK 20

3O

K 204

OK

205

OK

206

OK

207

OK 2

08 OK

209

OK

210

OK

211

OK

212

OK 2

13 OK

214

OK 21

5O

K

216

OK

217

OK

218

OK 21

9O

K

220

OK

221

OK 2

22 OK

223

OK 22

4O

K

225

OK

226

OK

227

OK

228

OK

229

OK 2

30 OK

231

OK

232

OK

233

OK2

34 OK

235

OK

236

OK

237

OK

238

OK 23

9O

K

240

OK 24

1O

K

242

OK

243

OK

244

OK 2

45 OK

246

OK

247

OK 24

8O

K

249

OK

250

OK

251

OK

252

OK

253

OK

254

OK

255

OK

256

OK25

7O

K 258

OK25

9O

K

260

OK

261

OK

262

OK 2

63 OK

264

OK

265

OK

266

OK 26

7O

K268

OK

269

OK

270

OK

271

OK 272

OK

273

OK

274

OK

275

OK 27

6O

K 277 OK

278

OK

279

OK

280

OK 28

1O

K

282

OK

283

OK

284

OK 28

5O

K

286

OK 2

87 OK

288

OK

289

OK

290

OK

291

OK 29

2O

K

293

OK

294

OK 295

OK29

6O

K 297

OK

298

OK

299

OK

300

OK

301

OK

302

OK 30

3O

K 304 OK

305

OK 3

06 OK

307

OK

308

OK

309

OK

310

OK

311

OK 3

12 OK

313

OK

314

OK

315

OK 31

6O

K

Des

ign

Stat

us: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s; L

ongi

tude

Spa

n D

esig

ns; S

pan

Des

ign

Num

bers

; Spa

n D

esig

n St

atus

; Lon

gitu

de D

S D

esig

ns; D

S D

esig

n N

umbe

rs; D

S D

esig

n St

atus

; D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

elow

; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Scal

e =

1:15

0

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Des

ign

Stat

us:

Long

itud

e St

atus

Pla

n

Des

ign

Stat

us:

Long

itude

Sta

tus

Plan

- 2

7

T12@

375T

T12@

375T

T12@

350T

T12@

375T

T12@

850T

T12@

700T

T12@

475T

T12@

75T

T12@

75T

T12@

100T

T20@

100T

T12@

75T

T12@

75T

T20@

100T

T12@

375T

T12@

325T

T12@

650T

T12@

675T

T12@

700T

T12@

675T

T12@

4450

T

T12@

75T

T12@

75T

T20@

100T

T20@

100T

T12@

600T

T12@

500T

T12@

75T

T12@

75T

T12@

700T

T12@

650T

T12@

900T

T12@

525T

T20@

100T

T12@

125T

T12@

75T

T12@

75T

T12@

50T

T12@

50T

T12@

100T

T20@

100T

T12@

525T

T12@

525T

T12@

800T

T12@

675T

T12@

925T

T12@

875T

T12@

875T

T20@

100T

T12@

75T

T12@

75T

T20@

100T

T12@

50T

T12@

50T

T12@

100T

T12@

275T

T12@

425T

T12@

450T

T20@

775T

Des

ign

Stat

us: L

ongi

tude

Spa

n D

esig

ns; S

pan

Des

ign

Top

Bar

s; S

pan

Des

ign

Bar

Des

crip

tions

; Lon

gitu

de D

S D

esig

ns; D

S D

esig

n To

p B

ars;

DS

Des

ign

Bar

Spa

cing

; Use

r Not

es; U

ser L

ines

; Use

r Dim

ensi

ons;

D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts A

bove

; Col

umn

Elem

ents

Bel

ow; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Rei

nfor

cem

ent:

Long

itude

Use

r Con

cent

rate

d R

einf

.; To

p Fa

ce C

once

ntra

ted

Rei

nf.;

Bot

h Fa

ces

Con

cent

rate

d R

einf

.; Au

to F

ace

Con

cent

rate

d R

einf

.; C

once

ntra

ted

Rei

nf. D

escr

iptio

ns; L

ongi

tude

Use

r Dis

trib

uted

Rei

nf.;

Top

Face

Dis

trib

uted

Rei

nf.;

Bot

h Fa

ces

Dis

trib

uted

Rei

nf.;

Auto

Fac

e D

istr

ibut

ed R

einf

.; D

istr

ibut

ed R

einf

. Des

crip

tions

; Sc

ale

= 1:

150

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Des

ign

Stat

us:

Long

itud

e To

p R

einf

orce

men

t P

lan

Des

ign

Stat

us:

Long

itude

Top

Rei

nfor

cem

ent

Plan

- 2

8

T10@

250B

3 T2

0B4

T20B

3 T2

0B3

T20B

3 T2

0B4

T20B

3 T2

0B

Des

ign

Stat

us: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s; L

ongi

tude

Spa

n D

esig

ns; S

pan

Des

ign

Bot

tom

Bar

s; S

pan

Des

ign

Bar

Des

crip

tions

; Lon

gitu

de D

S D

esig

ns; D

S D

esig

n B

otto

m B

ars;

D

raw

ing

Impo

rt: U

ser L

ines

; Use

r Not

es; U

ser D

imen

sion

s;

Elem

ent:

Wal

l Ele

men

ts B

elow

; Wal

l Ele

men

ts A

bove

; Wal

l Ele

men

t Out

line

Onl

y; C

olum

n El

emen

ts B

elow

; Col

umn

Elem

ents

Abo

ve; S

lab

Elem

ents

; Sla

b El

emen

t Out

line

Onl

y;

Rei

nfor

cem

ent:

Bot

tom

Fac

e C

once

ntra

ted

Rei

nf.;

Bot

h Fa

ces

Con

cent

rate

d R

einf

.; Au

to F

ace

Con

cent

rate

d R

einf

.; C

once

ntra

ted

Rei

nf. D

escr

iptio

ns; B

otto

m F

ace

Dis

trib

uted

Rei

nf.;

Bot

h Fa

ces

Dis

trib

uted

Rei

nf.;

Auto

Fac

e D

istr

ibut

ed R

einf

.; D

istr

ibut

ed R

einf

. Des

crip

tions

; Lon

gitu

de U

ser C

once

ntra

ted

Rei

nf.;

Long

itude

Use

r Dis

trib

uted

Rei

nf.;

Scal

e =

1:15

0

MSN

PR

E-ST

RES

SED

CO

NCR

ETE

- Bl

ock

-1 P

art

A -

1st

floor

Sla

b R

0.cp

t -

3/12

/201

5

Des

ign

Stat

us:

Long

itud

e B

otto

m R

einf

orce

men

t P

lan

Des

ign

Stat

us:

Long

itude

Bot

tom

Rei

nfor

cem

ent

Plan

- 2

9

Documents

First Floor Slab Calcualtions Block 1&2 Part A&B R1.pdf