Slab AS3600

7/26/2019 Slab AS3600

1/33

Bending Moment Coefficients for Rectangular Slabs supported on Four sides based on Table 7.3.2 AS36

No Edge Condition

Ly/Lx 1 1.1 1.2 1.3 1.4 1.5 1.75 =>2.0 For All

A1 Four Edges Continous 0.024 0.028 0.032 0.035 0.037 0.040 0.044 0.048 0.024

A2 One Short Edge Discontinous 0.028 0.032 0.036 0.038 0.041 0.043 0.047 0.050 0.028A3 One ong Edge Discontinous 0.028 0.035 0.041 0.046 0.050 0.054 0.061 0.066 0.028

A4 !"o Short Edges Discontinous 0.034 0.038 0.040 0.043 0.045 0.047 0.050 0.053 0.034

A5 !"o ong Edges Discontinous 0.034 0.046 0.056 0.065 0.072 0.078 0.0#1 0.100 0.034

A6 !"o Ad$%cent Edges Discontinous 0.035 0.041 0.046 0.051 0.055 0.058 0.065 0.070 0.035

A7 !hree Edges Discontinous &one 'ong edge continous( 0.043 0.04# 0.053 0.057 0.061 0.064 0.06# 0.074 0.043

A8 !hree Edges Discontinous &one short edge continous( 0.043 0.054 0.064 0.072 0.078 0.084 0.0#6 0.105 0.043

A# Four Edges Discontinous 0.056 0.066 0.074 0.081 0.087 0.0#3 0.103 0.111 0.056

Short Span Coefcient !

x" Lon# Span Coefcient !

y"

7/26/2019 Slab AS3600

2/33

!i"e !oad Factors For Ser"iceabilt# $esign based on Table %.& AS&&7

No Type of Live Load Code Short-Term Factor Short-Term Factor

Floors

1 Domestic D 0.7 0.4

2 ffices 0.7 0.4

! "ar#i$% " 0.7 0.4

4 &etail & 0.7 0.4

' Stora%e S 1 0.(

ther )s for stora%e* +$less other,ise assessed

&oofs

7 Trafficale T 0.7 0.4

Not Trafficale NT 0.7 0.0

s

/

7/26/2019 Slab AS3600

3/33

Sla Thic#$ess &ear

1 2 12 22

'0 !'0 '0 70 20

-'0 !'0 40 70 7 272 20

'0 0 !0 70 7 272 20

-'0 0 20 70 7 272 20

10 70 7 272 20

0 70 7 272 20

-10 70 7 272 20

-20 70 7 272 20

-!0 70 7 272 20

-40 70 7 272 20

-'0 70 20

Thic#$ess

'0 !'0'0 0

7/26/2019 Slab AS3600

4/33

a

Client PT INDOMICO MANDIRI Date 9/13/2

Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&eet No 1

$'bject $lab ('))orte* con+e,or B, R$B

Calculation Slab based on AS3600 standard

Dimension Slabs Reinforcement

$lab T&ic-ne(( 3.0 N 1 A(t 201

Co+er Concrete 70 A(t in 04/5,6 b*

* 272

*, 2. A(t in .880

! 8.00 A(t in , .120

!, .000

!,/! 111 Midspan Di(ta

Bendin Moment Coefficients A(t 1197 t '(e* .880 ! "6 #

"*:e Con*ition A1 % ;o'r "*:e( Contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 1073 t < '(e* .120 ! "6 #

b 0024

b, 0028 !eati$e at continous s

Li$e Load %actor for Ser$iceability Desin A(t 1.9. t '(e* .880 ! "6 #T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 1830 t < '(e* .120 ! "6 #

Con*ition $&ort=Ter ;actor

10 !eati$e at discontinou

00

A(t .97 t '(e* .880 ! "6 #

Material &rade A(t < .3. t < '(e* .120 ! "6 #

5>c 80 M)a

5, 800 M)a !ote ' Minimum spacin bar is (00 mm

"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.

a+Dead Load$el5 ?ei:&t 48 -Pa A(t .880

$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0

d+ Ser$ice Loads 138 -Pa

Minimum )ic*ness

10.!/!,62/;*(661/3

124 8121,-

.ltimate Moments

Mi*()an M 1037 -N/

M, 47. -N/

Contino'( $'))ort M 1379 -N/

M, 113 -N/

Di(contino'( $'))or M .14 -N/

M, 837 -N/

.ltimate S)ear

@' 80. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

5/33

07

nce

(00

(00

(00

(00

(00

(00

30

7/26/2019 Slab AS3600

6/33

a


Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % N317 $&eet No 1




$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 8.00 A(t in , .120

!, .000


Bendin Moment Coefficients A(t 1197 t '(e* .880 ! "6 #

"*:e Con*ition A1 % ;o'r "*:e( Contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 1073 t < '(e* .120 ! "6 #

b 0024


Li$e Load %actor for Ser$iceability Desin A(t 1.9. t '(e* .880 ! "6 #T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 1830 t < '(e* .120 ! "6 #

Con*ition !on:=Ter ;actor


0

A(t .97 t '(e* .880 ! "6 #

Material &rade A(t < .3. t < '(e* .120 ! "6 #

5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

124 .1.,-

.ltimate Moments

Mi*()an M 1037 -N/

M, 47. -N/


M, 113 -N/

Di(contino'( $'))or M .14 -N/

M, 837 -N/

.ltimate S)ear

@' 80. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

7/33

07

nce

(00

(00

(00

(00

(00

(00

30

7/26/2019 Slab AS3600

8/33

a


Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&eet No 1




$lab T&ic-ne(( 17. N 1 A(t 201


* 97

*, 41 A(t in 1980

! 8.00 A(t in , 120

!, .000


Bendin Moment Coefficients A(t 8.7 t '(e* 8.7 ! "6 #

"*:e Con*ition A1 % ;o'r "*:e( Contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 877 t < '(e* 877 ! "6 #

b 0024


Li$e Load %actor for Ser$iceability Desin A(t 20. t '(e* 20. ! "6 #T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 391 t < '(e* 391 ! "6 #



00

A(t 2217 t '(e* 2217 ! "6 #

Material &rade A(t < 22.3 t < '(e* 22.3 ! "6 #

5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 17

a+Dead Load$el5 ?ei:&t 82 -Pa A(t 8.7

$ID! 48 -Pa

;ini(&in: 0 -Pa @'c ..2 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 12 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 232. -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

2.71 373,-

.ltimate Moments

Mi*()an M 1339 -N/

M, 1130 -N/


M, 1.03 -N/

Di(contino'( $'))or M 70 -N/

M, .. -N/

.ltimate S)ear

@' .2313 -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

9/33

07

nce

(00

(00

(00

(00

(00

(00

"1

7/26/2019 Slab AS3600

10/33

Client PT INDOMICO MANDIRI Date

Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&ee

$'bject $lab ('))orte* con+e,or B,



$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 12.0 A(t in , .120

!, .000

!,/! 800 Midspan

Bendin Moment Coefficients A(t 239 t '(e* .880

"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 184 t < '(e* .120

b 0078


Li$e Load %actor for Ser$iceability Desin A(t 314 t '(e* .880T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 197 t < '(e* .120



00

A(t 120 t '(e* .880

Material &rade A(t < 78 t < '(e* .120

5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

3.7 17.8,-

.ltimate Moments

Mi*()an M 204 -N/

M, 121 -N/


M, 11 -N/


M, 00 -N/

.ltimate S)ear

@' 112. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

11/33

a

9/13/2007

t No 1

R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

7/26/2019 Slab AS3600

12/33


Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % N317 $&ee




$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 12.0 A(t in , .120

!, .000

!,/! 800 Midspan


"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 184 t < '(e* .120

b 0078





0

A(t 120 t '(e* .880


5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

3.7 219.,-

.ltimate Moments

Mi*()an M 204 -N/

M, 121 -N/


M, 11 -N/


M, 00 -N/

.ltimate S)ear

@' 112. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

13/33

a

9/13/2007

t No 1

R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

7/26/2019 Slab AS3600

14/33

Client PT INDOMICO MANDIRI

Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No %

$'bject $lab ('))orte* con+e,or



$lab T&ic-ne(( 17. N 1 A(t 201


* 97

*, 41 A(t in 1980

! 12.0 A(t in , 120

!, .000

!,/! 800 Midspan

Bendin Moment Coefficients A(t 47. '(e* 1980

"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 04 < '(e* 120

b 0078

b, 0083 !eati$e at continous su

Li$e Load %actor for Ser$iceability Desin A(t 114 '(e* 1980T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 411 < '(e* 120


10 !eati$e at discontinous

00

A(t 83. '(e* 1980

Material &rade A(t < 303 < '(e* 120

5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 17

a+Dead Load$el5 ?ei:&t 82 -Pa A(t 1980

$ID! 48 -Pa

;ini(&in: 0 -Pa @'c 81. -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 12 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 232. -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

718 102,-

.ltimate Moments

Mi*()an M 29 -N/

M, 1. -N/

Contino'( $'))ort M 3.4 -N/

M, 204 -N/


M, 074 -N/

.ltimate S)ear

@' 18.31 -N

2/

2/

2

2

2

2

(

i

2

2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

15/33

a

Date 9/13/2007

$&eet No 1

B, R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

"1

2

2

2

2

2

2

2

7/26/2019 Slab AS3600

16/33






$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 11.0 A(t in , .120

!, 8.00

!,/! 391 Midspan


"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 12. t < '(e* .120

b 0078





00

A(t 101 t '(e* .880


5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

329 1740,-

.ltimate Moments

Mi*()an M 17 -N/

M, 102 -N/


M, 13 -N/


M, 0.1 -N/

.ltimate S)ear

@' 103. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

17/33

a

9/13/2007

t No 1

R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

7/26/2019 Slab AS3600

18/33






$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 11.0 A(t in , .120

!, 8.00

!,/! 391 Midspan


"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 12. t < '(e* .120

b 0078





0

A(t 101 t '(e* .880


5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

329 2224,-

.ltimate Moments

Mi*()an M 17 -N/

M, 102 -N/


M, 13 -N/


M, 0.1 -N/

.ltimate S)ear

@' 103. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

19/33

a

9/13/2007

t No 1

R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

7/26/2019 Slab AS3600

20/33






$lab T&ic-ne(( 17. N 1 A(t 201


* 97

*, 41 A(t in 1980

! 11.0 A(t in , 120

!, 8.00

!,/! 391 Midspan

Bendin Moment Coefficients A(t 780 '(e* 1980

"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < .18 < '(e* 120

b 0078


Li$e Load %actor for Ser$iceability Desin A(t 947 '(e* 1980T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 4. < '(e* 120



00

A(t 34 '(e* 1980

Material &rade A(t < 2. < '(e* 120

5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 17


$ID! 48 -Pa

;ini(&in: 0 -Pa @'c 81. -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 12 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 232. -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

.7 12,-

.ltimate Moments

Mi*()an M 224 -N/

M, 132 -N/


M, 17 -N/


M, 0 -N/

.ltimate S)ear

@' 1339 -N

2/

2/

2

2

2

2

(

i

2

2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

21/33

a

Date 9/13/2007

$&eet No 1

B, R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

"1

2

2

2

2

2

2

2

7/26/2019 Slab AS3600

22/33






$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 11.0 A(t in , .120

!, 1..0

!,/! 13. Midspan


"*:e Con*ition A8 % To $&ort "*:e( Di(contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 99 t < '(e* .120

b 0088





00

A(t 0 t '(e* .880


5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

329 323,-

.ltimate Moments

Mi*()an M 10. -N/

M, 041 -N/


M, 104 -N/

Di(contino'( $'))or M 0.2 -N/

M, 080 -N/

.ltimate S)ear

@' 103. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

23/33

a

9/13/2007

t No 1

R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

7/26/2019 Slab AS3600

24/33






$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 11.0 A(t in , .120

!, 1..0

!,/! 13. Midspan



b 0088





0

A(t 0 t '(e* .880


5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

329 8.33,-

.ltimate Moments

Mi*()an M 10. -N/

M, 041 -N/


M, 104 -N/

Di(contino'( $'))or M 0.2 -N/

M, 080 -N/

.ltimate S)ear

@' 103. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

25/33

a

9/13/2007

t No 1

R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

7/26/2019 Slab AS3600

26/33






$lab T&ic-ne(( 17. N 1 A(t 201


* 97

*, 41 A(t in 1980

! 11.0 A(t in , 120

!, 1..0

!,/! 13. Midspan

Bendin Moment Coefficients A(t 834 '(e* 1980

"*:e Con*ition A8 % To $&ort "*:e( Di(contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 80 < '(e* 120

b 0088


Li$e Load %actor for Ser$iceability Desin A(t .43 '(e* 1980T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < .81 < '(e* 120



00

A(t 214 '(e* 1980

Material &rade A(t < 202 < '(e* 120

5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 17


$ID! 48 -Pa

;ini(&in: 0 -Pa @'c 81. -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 12 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 232. -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

.7 3304,-

.ltimate Moments

Mi*()an M 13. -N/

M, 10. -N/


M, 139 -N/


M, 0.2 -N/

.ltimate S)ear

@' 1339 -N

2/

2/

2

2

2

2

(

i

2

2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

27/33

a

Date 9/13/2007

$&eet No 1

B, R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

"1

2

2

2

2

2

2

2

7/26/2019 Slab AS3600

28/33






$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 11.0 A(t in , .120

!, 12.0

!,/! 109 Midspan



b 0037





00

A(t .1 t '(e* .880


5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

329 8142,-

.ltimate Moments

Mi*()an M 049 -N/

M, 041 -N/


M, 104 -N/

Di(contino'( $'))or M 08. -N/

M, 080 -N/

.ltimate S)ear

@' 103. -N

2

2/

2/

2 2

2 2

2

2

2 2

(

i

2 2

2 2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

29/33

a

9/13/2007

t No 1

R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

7/26/2019 Slab AS3600

30/33






$lab T&ic-ne(( 3.0 N 1 A(t 201


* 272

*, 2. A(t in .880

! 11.0 A(t in , .120

!, 12.0

!,/! 109 Midspan



b 0037





0

A(t .1 t '(e* .880


5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 1.


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 1027 -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 48 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 14 -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

329 .232,-

.ltimate Moments

Mi*()an M 049 -N/

M, 041 -N/


M, 104 -N/

Di(contino'( $'))ort M 08. -N/

M, 080 -N/

.ltimate S)ear

@' 103. -N

2/

2/

2

2

2

2

(

i

2

2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

31/33

a

Date 9/13/2007

$&eet No 1

B, R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

30

2

2

2

2

2

2

2

7/26/2019 Slab AS3600

32/33






$lab T&ic-ne(( 17. N 1 A(t 201


* 97

*, 41 A(t in 1980

! 11.0 A(t in , 120

!, 12.0

!,/! 109 Midspan

Bendin Moment Coefficients A(t 208 t '(e* 1980

"*:e Con*ition A8 % To $&ort "*:e( Di(contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 222 t < '(e* 120

b 0037


Li$e Load %actor for Ser$iceability Desin A(t 272 t '(e* 1980T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 29. t < '(e* 120



00

A(t 102 t '(e* 1980

Material &rade A(t < 111 t < '(e* 120

5>c 80 M)a


"( 200000 M)a

28 C)ec* %or s)ear

Loadin b1 17


$ID! 0 -Pa

;ini(&in: 0 -Pa @'c 81. -N ,-

M/" 0 -Pa

Ot&er( 0 -Pa

Total 82 -Pa

b+ Li$e Load . -Pa

c+ .ltimate Load

Load %actor

D! 12.

!! 1.

" 0

# 127. -Pa

04

0


Minimum )ic*ness

10.!/!,62/;*(661/3

.7 8780,-

.ltimate Moments

Mi*()an M 03 -N/

M, 0.7 -N/


M, 07 -N/

Di(contino'( $'))ort M 032 -N/

M, 029 -N/

.ltimate S)ear

@' 73313 -N

2/

2/

2

2

2

2

(

i

2

2

c -N/3

5le're

(&ear

!/D(

S'$( )'(* S!AB

!#

!+

7/26/2019 Slab AS3600

33/33

a

Date 9/13/2007

$&eet No 1

B, R$B

Di(tance

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

! "6 # (00

"1

2

2

2

2

2

2

2

Slab AS3600

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