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
0.028
A3
One Long Edge Discontinous
0.028 0.035 0.041 0.046 0.050 0.054 0.061 0.066
0.028
A4
Two Short Edges Discontinous
0.034 0.038 0.040 0.043 0.045 0.047 0.050 0.053
0.034
A5
Two Long Edges Discontinous
0.034 0.046 0.056 0.065 0.072 0.078 0.091 0.100
0.034
A6
Two Adjacent Edges Discontinous
0.035 0.041 0.046 0.051 0.055 0.058 0.065 0.070
0.035
A7
Three Edges Discontinous (one long edge continous) 0.043 0.049 0.053 0.057 0.061 0.064 0.069 0.074
0.043
A8
Three Edges Discontinous (one short edge continous) 0.043 0.054 0.064 0.072 0.078 0.084 0.096 0.105
0.043
A9
Four Edges Discontinous
0.056 0.066 0.074 0.081 0.087 0.093 0.103 0.111
0.056
No
Type of Live Load
Code
Short-Term Factor
Short-Term Factor
Floors
1 Domestic
D
0.7
0.4
2 Offices
O
0.7
0.4
3 Parking
P
0.7
0.4
4 Retail
R
0.7
0.4
5 Storage
S
1
0.6
Other
As for storage, unless otherwise assessed
Roofs
7 Trafficable
T
0.7
0.4
8 Not Trafficable
NT
0.7
0.0
X
Y
X
Y1
Y2
Y12
Y22
50
350
50
70
280
-50
350
40
70
78
272
280
50
0
30
70
78
272
280
-50
0
20
70
78
272
280
10
70
78
272
280
0
70
78
272
280
-10
70
78
272
280
-20
70
78
272
280
-30
70
78
272
280
-40
70
78
272
280
-50
70
280
Thickness
50
350
50
0
Client PT INDOMICO MANDIRI Date 9/13/2007 Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No 1
Subject Slab supported conveyor By RSB
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd Ly/Lx
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 4500 mm Ast min. y =512.0
Ly 5000 mm
Ly/Lx 1.11 Midspan Distance
Bending Moment Coefficients Ast. X = 119.7 t X used = 544.0 N 16
-Edge Condition A1 : Four Edges Continous Based on Table 7.3.2 AS3600 Ast. Y = 107.3 t Y used = 512.0 N 16
-bx 0.028
by 0.024 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 159.5 t X used = 544.0 N 16
-Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 143.0 t Y used = 512.0 N 16 -Condition Short-Term Factor
1.0 Negative at discontinou
0.0
Ast. X = 59.7 t X used = 544.0 N 16
-Material Grade Ast. Y = 53.5 t Y used = 512.0 N 16
-f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 350 U 18 kPa 0.8 0.6 d. Service Loads 13.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 12.86 < 41.21 OK Ultimate Moments Midspan Mx = 10.37 kNm/m My = 8.75 kNm/m Continous Support Mx = 13.79 kNm/m My = 11.63 kNm/m Discontinous Support Mx = 5.18 kNm/m My = 4.37 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
9/13/2007 Distance 200 200 200 200 200 200 350
Client PT INDOMICO MANDIRI Date 9/13/2007 Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : N317 Sheet No 1
Subject Slab supported conveyor By RSB
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd Ly/Lx
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 4500 mm Ast min. y =512.0
Ly 5000 mm
Ly/Lx 1.11 Midspan Distance
Bending Moment Coefficients Ast. X = 119.7 t X used = 544.0 N 16
-Edge Condition A1 : Four Edges Continous Based on Table 7.3.2 AS3600 Ast. Y = 107.3 t Y used = 512.0 N 16
-bx 0.028
by 0.024 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 159.5 t X used = 544.0 N 16
-Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 143.0 t Y used = 512.0 N 16 -Condition Long-Term Factor
0.0 Negative at discontinou
0.6
Ast. X = 59.7 t X used = 544.0 N 16
-Material Grade Ast. Y = 53.5 t Y used = 512.0 N 16
-f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 350 U 18 kPa 0.8 0.6 d. Service Loads 11.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 12.86 < 51.56 OK Ultimate Moments Midspan Mx = 10.37 kNm/m My = 8.75 kNm/m Continous Support Mx = 13.79 kNm/m My = 11.63 kNm/m Discontinous Support Mx = 5.18 kNm/m My = 4.37 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
9/13/2007 Distance 200 200 200 200 200 200 350
Client PT INDOMICO MANDIRI Date 9/13/2007 Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No 1
Subject Slab supported conveyor By RSB
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 175 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd Ly/Lx
dx 97 mm
dy 81 mm Ast min. x =194.0
Lx 4500 mm Ast min. y =162.0
Ly 5000 mm
Ly/Lx 1.11 Midspan Distance
Bending Moment Coefficients Ast. X = 456.7 t X used = 456.7 N 16
-Edge Condition A1 : Four Edges Continous Based on Table 7.3.2 AS3600 Ast. Y = 467.7 t Y used = 467.7 N 16
-bx 0.028
by 0.024 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 620.5 t X used = 620.5 N 16
-Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 639.1 t Y used = 639.1 N 16 -Condition Short-Term Factor
1.0 Negative at discontinou
0.0
Ast. X = 221.7 t X used = 221.7 N 16
-Material Grade Ast. Y = 225.3 t Y used = 225.3 N 16
-f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.7
a.Dead Load
Self Weight 4.2 kPa Ast = 456.7
SIDL 8.4 kPa
Finishing 0 kPa Vuc = 55.2 kN OK
M/E 0 kPa
Others 0 kPa
Total 12.6 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 175 U 23.25 kPa 0.8 0.6 d. Service Loads 17.6 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 25.71 < 37.63 OK Ultimate Moments Midspan Mx = 13.39 kNm/m My = 11.30 kNm/m Continous Support Mx = 17.81 kNm/m My = 15.03 kNm/m Discontinous Support Mx = 6.70 kNm/m My = 5.65 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
9/13/2007 Distance 200 200 200 200 200 200 175
Client PT INDOMICO MANDIRI Date
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No
Subject Slab supported conveyor By
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1250 mm Ast min. y =512.0
Ly 5000 mm
Ly/Lx 4.00 Midspan
Bending Moment Coefficients Ast. X = 23.9 t X used = 544.0
Edge Condition A7 : Three Edges Discontinous (one long edge continous) Based on Table 7.3.2 AS3600 Ast. Y = 14.8 t Y used = 512.0
bx 0.074
by 0.043 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 31.8 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 19.7 t Y used = 512.0 Condition Short-Term Factor
1.0 Negative at discontinou
0.0
Ast. X = 12.0 t X used = 544.0
Material Grade Ast. Y = 7.4 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 13.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.57 < 17.54 OK Ultimate Moments Midspan Mx = 2.08 kNm/m My = 1.21 kNm/m Continous Support Mx = 2.77 kNm/m My = 1.61 kNm/m Discontinous Support Mx = 1.04 kNm/m My = 0.60 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350
Client PT INDOMICO MANDIRI Date
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : N317 Sheet No
Subject Slab supported conveyor By
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1250 mm Ast min. y =512.0
Ly 5000 mm
Ly/Lx 4.00 Midspan
Bending Moment Coefficients Ast. X = 23.9 t X used = 544.0
Edge Condition A7 : Three Edges Discontinous (one long edge continous) Based on Table 7.3.2 AS3600 Ast. Y = 14.8 t Y used = 512.0
bx 0.074
by 0.043 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 31.8 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 19.7 t Y used = 512.0 Condition Long-Term Factor
0.0 Negative at discontinou
0.6
Ast. X = 12.0 t X used = 544.0
Material Grade Ast. Y = 7.4 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 11.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.57 < 21.95 OK Ultimate Moments Midspan Mx = 2.08 kNm/m My = 1.21 kNm/m Continous Support Mx = 2.77 kNm/m My = 1.61 kNm/m Discontinous Support Mx = 1.04 kNm/m My = 0.60 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Subject Slab supported conveyor
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 175 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 97 mm
dy 81 mm Ast min. x = 194.0
Lx 1250 mm Ast min. y = 162.0
Ly 5000 mm
Ly/Lx 4.00 Midspan
Bending Moment Coefficients Ast. X = 87.5 t X used = 194.0
Edge Condition A7 : Three Edges Discontinous (one long edge continous) Based on Table 7.3.2 AS3600 Ast. Y = 60.8 t Y used = 162.0
bx 0.074
by 0.043 Negative at continous su
Live Load Factor for Serviceability Design Ast. X = 116.8 t X used = 194.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 81.1 t Y used = 162.0 Condition Short-Term Factor
1.0 Negative at discontinous
0.0
Ast. X = 43.5 t X used = 194.0
Material Grade Ast. Y = 30.3 t Y used = 162.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.7
a.Dead Load
Self Weight 4.2 kPa Ast = 194.0
SIDL 8.4 kPa
Finishing 0 kPa Vuc = 41.5 kN OK
M/E 0 kPa
Others 0 kPa
Total 12.6 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 23.25 kPa 0.8 0.6 d. Service Loads 17.6 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 7.14 < 16.02 OK Ultimate Moments Midspan Mx = 2.69 kNm/m My = 1.56 kNm/m Continous Support Mx = 3.58 kNm/m My = 2.08 kNm/m Discontinous Support Mx = 1.34 kNm/m My = 0.78 kNm/m mm2/m mm2/m mm2 mm2 mm2 mm2 s i mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 By RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 175 mm2 mm2 mm2 mm2 mm2 mm2 mm2
Client PT INDOMICO MANDIRI Date
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No
Subject Slab supported conveyor By
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1150 mm Ast min. y =512.0
Ly 4500 mm
Ly/Lx 3.91 Midspan
Bending Moment Coefficients Ast. X = 20.3 t X used = 544.0
Edge Condition A7 : Three Edges Discontinous (one long edge continous) Based on Table 7.3.2 AS3600 Ast. Y = 12.5 t Y used = 512.0
bx 0.074
by 0.043 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 26.9 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 16.6 t Y used = 512.0 Condition Short-Term Factor
1.0 Negative at discontinou
0.0
Ast. X = 10.1 t X used = 544.0
Material Grade Ast. Y = 6.2 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 13.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.29 < 17.80 OK Ultimate Moments Midspan Mx = 1.76 kNm/m My = 1.02 kNm/m Continous Support Mx = 2.34 kNm/m My = 1.36 kNm/m Discontinous Support Mx = 0.88 kNm/m My = 0.51 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350
Client PT INDOMICO MANDIRI Date
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No
Subject Slab supported conveyor By
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1150 mm Ast min. y =512.0
Ly 4500 mm
Ly/Lx 3.91 Midspan
Bending Moment Coefficients Ast. X = 20.3 t X used = 544.0
Edge Condition A7 : Three Edges Discontinous (one long edge continous) Based on Table 7.3.2 AS3600 Ast. Y = 12.5 t Y used = 512.0
bx 0.074
by 0.043 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 26.9 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 16.6 t Y used = 512.0 Condition Long-Term Factor
0.0 Negative at discontinou
0.6
Ast. X = 10.1 t X used = 544.0
Material Grade Ast. Y = 6.2 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 11.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.29 < 22.28 OK Ultimate Moments Midspan Mx = 1.76 kNm/m My = 1.02 kNm/m Continous Support Mx = 2.34 kNm/m My = 1.36 kNm/m Discontinous Support Mx = 0.88 kNm/m My = 0.51 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Subject Slab supported conveyor
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 175 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 97 mm
dy 81 mm Ast min. x = 194.0
Lx 1150 mm Ast min. y = 162.0
Ly 4500 mm
Ly/Lx 3.91 Midspan
Bending Moment Coefficients Ast. X = 74.0 t X used = 194.0
Edge Condition A7 : Three Edges Discontinous (one long edge continous) Based on Table 7.3.2 AS3600 Ast. Y = 51.4 t Y used = 162.0
bx 0.074
by 0.043 Negative at continous su
Live Load Factor for Serviceability Design Ast. X = 98.7 t X used = 194.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 68.5 t Y used = 162.0 Condition Short-Term Factor
1.0 Negative at discontinous
0.0
Ast. X = 36.8 t X used = 194.0
Material Grade Ast. Y = 25.6 t Y used = 162.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.7
a.Dead Load
Self Weight 4.2 kPa Ast = 194.0
SIDL 8.4 kPa
Finishing 0 kPa Vuc = 41.5 kN OK
M/E 0 kPa
Others 0 kPa
Total 12.6 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 23.25 kPa 0.8 0.6 d. Service Loads 17.6 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 6.57 < 16.26 OK Ultimate Moments Midspan Mx = 2.28 kNm/m My = 1.32 kNm/m Continous Support Mx = 3.03 kNm/m My = 1.76 kNm/m Discontinous Support Mx = 1.14 kNm/m My = 0.66 kNm/m mm2/m mm2/m mm2 mm2 mm2 mm2 s i mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 By RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 175 mm2 mm2 mm2 mm2 mm2 mm2 mm2
Client PT INDOMICO MANDIRI Date
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No
Subject Slab supported conveyor By
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1150 mm Ast min. y =512.0
Ly 1550 mm
Ly/Lx 1.35 Midspan
Bending Moment Coefficients Ast. X = 12.0 t X used = 544.0
Edge Condition A4 : Two Short Edges Discontinous Based on Table 7.3.2 AS3600 Ast. Y = 9.9 t Y used = 512.0
bx 0.044
by 0.034 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 16.0 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 13.1 t Y used = 512.0 Condition Short-Term Factor
1.0 Negative at discontinou
0.0
Ast. X = 6.0 t X used = 544.0
Material Grade Ast. Y = 4.9 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 13.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.29 < 36.23 OK Ultimate Moments Midspan Mx = 1.05 kNm/m My = 0.81 kNm/m Continous Support Mx = 1.39 kNm/m My = 1.08 kNm/m Discontinous Support Mx = 0.52 kNm/m My = 0.40 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350
Client PT INDOMICO MANDIRI Date
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No
Subject Slab supported conveyor By
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1150 mm Ast min. y =512.0
Ly 1550 mm
Ly/Lx 1.35 Midspan
Bending Moment Coefficients Ast. X = 12.0 t X used = 544.0
Edge Condition A4 : Two Short Edges Discontinous Based on Table 7.3.2 AS3600 Ast. Y = 9.9 t Y used = 512.0
bx 0.044
by 0.034 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 16.0 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 13.1 t Y used = 512.0 Condition Long-Term Factor
0.0 Negative at discontinou
0.6
Ast. X = 6.0 t X used = 544.0
Material Grade Ast. Y = 4.9 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 11.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.29 < 45.33 OK Ultimate Moments Midspan Mx = 1.05 kNm/m My = 0.81 kNm/m Continous Support Mx = 1.39 kNm/m My = 1.08 kNm/m Discontinous Support Mx = 0.52 kNm/m My = 0.40 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Subject Slab supported conveyor
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 175 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 97 mm
dy 81 mm Ast min. x = 194.0
Lx 1150 mm Ast min. y = 162.0
Ly 1550 mm
Ly/Lx 1.35 Midspan
Bending Moment Coefficients Ast. X = 43.8 t X used = 194.0
Edge Condition A4 : Two Short Edges Discontinous Based on Table 7.3.2 AS3600 Ast. Y = 40.6 t Y used = 162.0
bx 0.044
by 0.034 Negative at continous su
Live Load Factor for Serviceability Design Ast. X = 58.3 t X used = 194.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 54.1 t Y used = 162.0 Condition Short-Term Factor
1.0 Negative at discontinous
0.0
Ast. X = 21.8 t X used = 194.0
Material Grade Ast. Y = 20.2 t Y used = 162.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.7
a.Dead Load
Self Weight 4.2 kPa Ast = 194.0
SIDL 8.4 kPa
Finishing 0 kPa Vuc = 41.5 kN OK
M/E 0 kPa
Others 0 kPa
Total 12.6 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 23.25 kPa 0.8 0.6 d. Service Loads 17.6 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 6.57 < 33.08 OK Ultimate Moments Midspan Mx = 1.35 kNm/m My = 1.05 kNm/m Continous Support Mx = 1.80 kNm/m My = 1.39 kNm/m Discontinous Support Mx = 0.68 kNm/m My = 0.52 kNm/m mm2/m mm2/m mm2 mm2 mm2 mm2 s i mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 By RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 175 mm2 mm2 mm2 mm2 mm2 mm2 mm2
Client PT INDOMICO MANDIRI Date
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Sheet No
Subject Slab supported conveyor By
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1150 mm Ast min. y =512.0
Ly 1250 mm
Ly/Lx 1.09 Midspan
Bending Moment Coefficients Ast. X = 10.3 t X used = 544.0
Edge Condition A4 : Two Short Edges Discontinous Based on Table 7.3.2 AS3600 Ast. Y = 9.9 t Y used = 512.0
bx 0.037
by 0.034 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 13.6 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 13.1 t Y used = 512.0 Condition Short-Term Factor
1.0 Negative at discontinou
0.0
Ast. X = 5.1 t X used = 544.0
Material Grade Ast. Y = 4.9 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 13.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.29 < 41.82 OK Ultimate Moments Midspan Mx = 0.89 kNm/m My = 0.81 kNm/m Continous Support Mx = 1.19 kNm/m My = 1.08 kNm/m Discontinous Support Mx = 0.45 kNm/m My = 0.40 kNm/m mm2 mm2/m mm2/m mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2 s i mm2 mm2 mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Subject Slab supported conveyor
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 350 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 272 mm
dy 256 mm Ast min. x =544.0
Lx 1150 mm Ast min. y =512.0
Ly 1250 mm
Ly/Lx 1.09 Midspan
Bending Moment Coefficients Ast. X = 10.3 t X used = 544.0
Edge Condition A4 : Two Short Edges Discontinous Based on Table 7.3.2 AS3600 Ast. Y = 9.9 t Y used = 512.0
bx 0.037
by 0.034 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 13.6 t X used = 544.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 13.1 t Y used = 512.0 Condition Long-Term Factor
0.0 Negative at discontinou
0.6
Ast. X = 5.1 t X used = 544.0
Material Grade Ast. Y = 4.9 t Y used = 512.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.5
a.Dead Load
Self Weight 8.4 kPa Ast = 544.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 102.7 kN OK
M/E 0 kPa
Others 0 kPa
Total 8.4 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 18 kPa 0.8 0.6 d. Service Loads 11.4 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 3.29 < 52.32 OK Ultimate Moments Midspan Mx = 0.89 kNm/m My = 0.81 kNm/m Continous Support Mx = 1.19 kNm/m My = 1.08 kNm/m Discontinous Support Mx = 0.45 kNm/m My = 0.40 kNm/m mm2/m mm2/m mm2 mm2 mm2 mm2 s i mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 By RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 350 mm2 mm2 mm2 mm2 mm2 mm2 mm2
Project/Job BONTANG COAL TERMINAL UPGRADE STAGE 2 Job No : Subject Slab supported conveyor
Calculation Slab based on AS3600 standard
Dimension Slabs Reinforcement
Slab Thickness 175 mm N 16 mm Ast = 201
Cover Concrete 70 mm Ast min = (0.8/fy) bd
dx 97 mm
dy 81 mm Ast min. x =194.0
Lx 1150 mm Ast min. y =162.0
Ly 1250 mm
Ly/Lx 1.09 Midspan
Bending Moment Coefficients Ast. X = 20.4 t X used = 194.0
Edge Condition A4 : Two Short Edges Discontinous Based on Table 7.3.2 AS3600 Ast. Y = 22.2 t Y used = 162.0
bx 0.037
by 0.034 Negative at continous s
Live Load Factor for Serviceability Design Ast. X = 27.2 t X used = 194.0
Type of Live Load Storage Based on Table 4.1 AS1170 Ast. Y = 29.5 t Y used = 162.0 Condition Short-Term Factor
1.0 Negative at discontinou
0.0
Ast. X = 10.2 t X used = 194.0
Material Grade Ast. Y = 11.1 t Y used = 162.0
f'c 40 Mpa
fy 400 Mpa Note : Minimum spacing bar is 200 mm
Es 200000 Mpa
24 Check For shear
Loading b1 = 1.7
a.Dead Load
Self Weight 4.2 kPa Ast = 194.0
SIDL 0 kPa
Finishing 0 kPa Vuc = 41.5 kN OK
M/E 0 kPa
Others 0 kPa
Total 4.2 kPa
b. Live Load 5 kPa c. Ultimate Load Load Factor DL 1.25 LL 1.5 EQ 0 U 12.75 kPa 0.8 0.6 d. Service Loads 9.2 kPa
Minimum Thickness 105((Lx/Ly)2/(w.Fds))1/3 6.57 < 47.40 OK Ultimate Moments Midspan Mx = 0.63 kNm/m My = 0.57 kNm/m Continous Support Mx = 0.84 kNm/m My = 0.76 kNm/m Discontinous Support Mx = 0.32 kNm/m My = 0.29 kNm/m mm2/m mm2/m mm2 mm2 mm2 mm2 s i mm2 mm2 c kN/m3 flexure shear Lx/Ds
SIDE VIEW SLAB
Ly
L
Date 9/13/2007 Sheet No 1 By RSB Distance N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 N 16 - 200 175 mm2 mm2 mm2 mm2 mm2 mm2 mm2
