Download - Slab AS3600
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7/26/2019 Slab AS3600
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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"
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!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* +$less other,ise assessed
&oofs
7 Trafficale T 0.7 0.4
Not Trafficale NT 0.7 0.0
s
/
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Sla Thic#$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
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7/26/2019 Slab AS3600
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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
!#
!+
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07
nce
(00
(00
(00
(00
(00
(00
30
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7/26/2019 Slab AS3600
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a
Client PT INDOMICO MANDIRI Date 9/13/2
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % N317 $&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 !on:=Ter ;actor
00 !eati$e at discontinou
0
A(t .97 t '(e* .880 ! "6 #
Material &rade A(t < .3. t < '(e* .120 ! "6 #
5>c 80 M)a
5, 800 M)a !ote ' Minimum spacin bar is (00 mm
"( 200000 M)a
28 C)ec* %or s)ear
Loadin b1 1.
a+Dead Load$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 118 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
124 .1.,-
.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
!#
!+
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07
nce
(00
(00
(00
(00
(00
(00
30
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7/26/2019 Slab AS3600
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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
$lab T&ic-ne(( 17. N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 97
*, 41 A(t in 1980
! 8.00 A(t in , 120
!, .000
!,/! 111 Midspan Di(ta
Bendin Moment Coefficients A(t 8.7 t '(e* 8.7 ! "6 #
"*:e Con*ition A1 % ;o'r "*:e( Contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 877 t < '(e* 877 ! "6 #
b 0024
b, 0028 !eati$e at continous s
Li$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 #
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinou
00
A(t 2217 t '(e* 2217 ! "6 #
Material &rade A(t < 22.3 t < '(e* 22.3 ! "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 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
d+ Ser$ice Loads 17 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
2.71 373,-
.ltimate Moments
Mi*()an M 1339 -N/
M, 1130 -N/
Contino'( $'))ort M 1741 -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,
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 3.0 N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 272
*, 2. A(t in .880
! 12.0 A(t in , .120
!, .000
!,/! 800 Midspan
Bendin Moment Coefficients A(t 239 t '(e* .880
"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 184 t < '(e* .120
b 0078
b, 0083 !eati$e at continous s
Li$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
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinou
00
A(t 120 t '(e* .880
Material &rade A(t < 78 t < '(e* .120
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
3.7 17.8,-
.ltimate Moments
Mi*()an M 204 -N/
M, 121 -N/
Contino'( $'))ort M 277 -N/
M, 11 -N/
Di(contino'( $'))or M 108 -N/
M, 00 -N/
.ltimate S)ear
@' 112. -N
2
2/
2/
2 2
2 2
2
2
2 2
(
i
2 2
2 2
c -N/3
5le're
(&ear
!/D(
S'$( )'(* S!AB
!#
!+
-
7/26/2019 Slab AS3600
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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
Client PT INDOMICO MANDIRI Date
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % N317 $&ee
$'bject $lab ('))orte* con+e,or B,
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 3.0 N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 272
*, 2. A(t in .880
! 12.0 A(t in , .120
!, .000
!,/! 800 Midspan
Bendin Moment Coefficients A(t 239 t '(e* .880
"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 184 t < '(e* .120
b 0078
b, 0083 !eati$e at continous s
Li$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
Con*ition !on:=Ter ;actor
00 !eati$e at discontinou
0
A(t 120 t '(e* .880
Material &rade A(t < 78 t < '(e* .120
5>c 80 M)a
5, 800 M)a !ote ' Minimum spacin bar is (00 mm
"( 200000 M)a
28 C)ec* %or s)ear
Loadin b1 1.
a+Dead Load$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 118 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
3.7 219.,-
.ltimate Moments
Mi*()an M 204 -N/
M, 121 -N/
Contino'( $'))ort M 277 -N/
M, 11 -N/
Di(contino'( $'))or M 108 -N/
M, 00 -N/
.ltimate S)ear
@' 112. -N
2
2/
2/
2 2
2 2
2
2
2 2
(
i
2 2
2 2
c -N/3
5le're
(&ear
!/D(
S'$( )'(* 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
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 17. N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 97
*, 41 A(t in 1980
! 12.0 A(t in , 120
!, .000
!,/! 800 Midspan
Bendin Moment Coefficients A(t 47. '(e* 1980
"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ 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
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinous
00
A(t 83. '(e* 1980
Material &rade A(t < 303 < '(e* 120
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 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
d+ Ser$ice Loads 17 -Pa
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/
Di(contino'( $'))or M 138 -N/
M, 074 -N/
.ltimate S)ear
@' 18.31 -N
2/
2/
2
2
2
2
(
i
2
2
c -N/3
5le're
(&ear
!/D(
S'$( )'(* S!AB
!#
!+
-
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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
-
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Client PT INDOMICO MANDIRI Date
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&ee
$'bject $lab ('))orte* con+e,or B,
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 3.0 N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 272
*, 2. A(t in .880
! 11.0 A(t in , .120
!, 8.00
!,/! 391 Midspan
Bendin Moment Coefficients A(t 203 t '(e* .880
"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 12. t < '(e* .120
b 0078
b, 0083 !eati$e at continous s
Li$e Load %actor for Ser$iceability Desin A(t 29 t '(e* .880T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 1 t < '(e* .120
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinou
00
A(t 101 t '(e* .880
Material &rade A(t < 2 t < '(e* .120
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
329 1740,-
.ltimate Moments
Mi*()an M 17 -N/
M, 102 -N/
Contino'( $'))ort M 238 -N/
M, 13 -N/
Di(contino'( $'))or M 044 -N/
M, 0.1 -N/
.ltimate S)ear
@' 103. -N
2
2/
2/
2 2
2 2
2
2
2 2
(
i
2 2
2 2
c -N/3
5le're
(&ear
!/D(
S'$( )'(* 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
Client PT INDOMICO MANDIRI Date
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&ee
$'bject $lab ('))orte* con+e,or B,
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 3.0 N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 272
*, 2. A(t in .880
! 11.0 A(t in , .120
!, 8.00
!,/! 391 Midspan
Bendin Moment Coefficients A(t 203 t '(e* .880
"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < 12. t < '(e* .120
b 0078
b, 0083 !eati$e at continous s
Li$e Load %actor for Ser$iceability Desin A(t 29 t '(e* .880T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 1 t < '(e* .120
Con*ition !on:=Ter ;actor
00 !eati$e at discontinou
0
A(t 101 t '(e* .880
Material &rade A(t < 2 t < '(e* .120
5>c 80 M)a
5, 800 M)a !ote ' Minimum spacin bar is (00 mm
"( 200000 M)a
28 C)ec* %or s)ear
Loadin b1 1.
a+Dead Load$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 118 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
329 2224,-
.ltimate Moments
Mi*()an M 17 -N/
M, 102 -N/
Contino'( $'))ort M 238 -N/
M, 13 -N/
Di(contino'( $'))or M 044 -N/
M, 0.1 -N/
.ltimate S)ear
@' 103. -N
2
2/
2/
2 2
2 2
2
2
2 2
(
i
2 2
2 2
c -N/3
5le're
(&ear
!/D(
S'$( )'(* 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
Client PT INDOMICO MANDIRI
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No %
$'bject $lab ('))orte* con+e,or
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 17. N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 97
*, 41 A(t in 1980
! 11.0 A(t in , 120
!, 8.00
!,/! 391 Midspan
Bendin Moment Coefficients A(t 780 '(e* 1980
"*:e Con*ition A7 % T&ree "*:e( Di(contino'( one lon: e*:e contino'(6 ased o$ Tale 7.!.2 )S!(00 A(t < .18 < '(e* 120
b 0078
b, 0083 !eati$e at continous su
Li$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
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinous
00
A(t 34 '(e* 1980
Material &rade A(t < 2. < '(e* 120
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 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
d+ Ser$ice Loads 17 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
.7 12,-
.ltimate Moments
Mi*()an M 224 -N/
M, 132 -N/
Contino'( $'))ort M 303 -N/
M, 17 -N/
Di(contino'( $'))or M 118 -N/
M, 0 -N/
.ltimate S)ear
@' 1339 -N
2/
2/
2
2
2
2
(
i
2
2
c -N/3
5le're
(&ear
!/D(
S'$( )'(* 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
Client PT INDOMICO MANDIRI Date
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&ee
$'bject $lab ('))orte* con+e,or 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
! 11.0 A(t in , .120
!, 1..0
!,/! 13. Midspan
Bendin Moment Coefficients A(t 120 t '(e* .880
"*:e Con*ition A8 % To $&ort "*:e( Di(contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 99 t < '(e* .120
b 0088
b, 0038 !eati$e at continous s
Li$e Load %actor for Ser$iceability Desin A(t 10 t '(e* .880T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 131 t < '(e* .120
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinou
00
A(t 0 t '(e* .880
Material &rade A(t < 89 t < '(e* .120
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
329 323,-
.ltimate Moments
Mi*()an M 10. -N/
M, 041 -N/
Contino'( $'))ort M 139 -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
Client PT INDOMICO MANDIRI Date
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&ee
$'bject $lab ('))orte* con+e,or 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
! 11.0 A(t in , .120
!, 1..0
!,/! 13. Midspan
Bendin Moment Coefficients A(t 120 t '(e* .880
"*:e Con*ition A8 % To $&ort "*:e( Di(contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 99 t < '(e* .120
b 0088
b, 0038 !eati$e at continous s
Li$e Load %actor for Ser$iceability Desin A(t 10 t '(e* .880T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 131 t < '(e* .120
Con*ition !on:=Ter ;actor
00 !eati$e at discontinou
0
A(t 0 t '(e* .880
Material &rade A(t < 89 t < '(e* .120
5>c 80 M)a
5, 800 M)a !ote ' Minimum spacin bar is (00 mm
"( 200000 M)a
28 C)ec* %or s)ear
Loadin b1 1.
a+Dead Load$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 118 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
329 8.33,-
.ltimate Moments
Mi*()an M 10. -N/
M, 041 -N/
Contino'( $'))ort M 139 -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
Client PT INDOMICO MANDIRI
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No %
$'bject $lab ('))orte* con+e,or
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 17. N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 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
b, 0038 !eati$e at continous su
Li$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
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinous
00
A(t 214 '(e* 1980
Material &rade A(t < 202 < '(e* 120
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 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
d+ Ser$ice Loads 17 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
.7 3304,-
.ltimate Moments
Mi*()an M 13. -N/
M, 10. -N/
Contino'( $'))ort M 140 -N/
M, 139 -N/
Di(contino'( $'))or M 04 -N/
M, 0.2 -N/
.ltimate S)ear
@' 1339 -N
2/
2/
2
2
2
2
(
i
2
2
c -N/3
5le're
(&ear
!/D(
S'$( )'(* 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
Client PT INDOMICO MANDIRI Date
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No % $&ee
$'bject $lab ('))orte* con+e,or 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
! 11.0 A(t in , .120
!, 12.0
!,/! 109 Midspan
Bendin Moment Coefficients A(t 103 t '(e* .880
"*:e Con*ition A8 % To $&ort "*:e( Di(contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 99 t < '(e* .120
b 0037
b, 0038 !eati$e at continous s
Li$e Load %actor for Ser$iceability Desin A(t 13 t '(e* .880T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 131 t < '(e* .120
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinou
00
A(t .1 t '(e* .880
Material &rade A(t < 89 t < '(e* .120
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
329 8142,-
.ltimate Moments
Mi*()an M 049 -N/
M, 041 -N/
Contino'( $'))ort M 119 -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
Client PT INDOMICO MANDIRI
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No %
$'bject $lab ('))orte* con+e,or
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
! 11.0 A(t in , .120
!, 12.0
!,/! 109 Midspan
Bendin Moment Coefficients A(t 103 t '(e* .880
"*:e Con*ition A8 % To $&ort "*:e( Di(contino'( ased o$ Tale 7.!.2 )S!(00 A(t < 99 t < '(e* .120
b 0037
b, 0038 !eati$e at continous s
Li$e Load %actor for Ser$iceability Desin A(t 13 t '(e* .880T,)e o5 !i+e !oa* $tora:e ased o$ Tale 4.1 )S1170 A(t < 131 t < '(e* .120
Con*ition !on:=Ter ;actor
00 !eati$e at discontinou
0
A(t .1 t '(e* .880
Material &rade A(t < 89 t < '(e* .120
5>c 80 M)a
5, 800 M)a !ote ' Minimum spacin bar is (00 mm
"( 200000 M)a
28 C)ec* %or s)ear
Loadin b1 1.
a+Dead Load$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 118 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
329 .232,-
.ltimate Moments
Mi*()an M 049 -N/
M, 041 -N/
Contino'( $'))ort M 119 -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
Client PT INDOMICO MANDIRI
Project/Job BONTAN COA! T"RMINA! #PRAD" $TA" 2 Job No %
$'bject $lab ('))orte* con+e,or
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
$lab T&ic-ne(( 17. N 1 A(t 201
Co+er Concrete 70 A(t in 04/5,6 b*
* 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
b, 0038 !eati$e at continous s
Li$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
Con*ition $&ort=Ter ;actor
10 !eati$e at discontinou
00
A(t 102 t '(e* 1980
Material &rade A(t < 111 t < '(e* 120
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 17
a+Dead Load$el5 ?ei:&t 82 -Pa A(t 1980
$ID! 0 -Pa
;ini(&in: 0 -Pa @'c 81. -N ,-
M/" 0 -Pa
Ot&er( 0 -Pa
Total 82 -Pa
b+ Li$e Load . -Pa
c+ .ltimate Load
Load %actor
D! 12.
!! 1.
" 0
# 127. -Pa
04
0
d+ Ser$ice Loads 92 -Pa
Minimum )ic*ness
10.!/!,62/;*(661/3
.7 8780,-
.ltimate Moments
Mi*()an M 03 -N/
M, 0.7 -N/
Contino'( $'))ort M 048 -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