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Reinforced concrete design. One way and two way slabs are considered. Coefficients method is used for the two way slab
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DESIGN OF ONE-WAY SLABSLAB 3
2ND FLOOR, 3RD FLOOR, 4TH FLOOR
DIMENSIONS REQUIRED STEEL RATIOSUMMARY
Short Span 2.000 m Effective Depth 125 mm
Long Span 6.00 m R 0.4767 Use 12mm diameter main bars spaced at
m 0.33 0.0012 Use 12mm diameter temperature bars spaced at
t 150 mm 0.0034
0.01832
DESIGN LOADS (kPa) use ρ 0.0034
Dead Load 1.248 0.0018
Weight of Slab 3.525
Total Dead Load 4.773 MAIN BAR REINFORCEMENT
Total Live Load 4.80 As 422.705
3.738
MINIMUM THICKNESS s 267.556
Support Type One End Continuous450
use s 260 mm
Minimum Thickness 83 mm
TEMPERATURE REINFORCEMENT
FACTORED LOADS As 270.000
Uniform Dead Load 5.728 kN/m 2.387
Uniform Live Load 7.680 kN/m s 418.879
Total Uniform Load 13.408 kN/m 450
Factored Moment 6.704 kNm use s 410 mm
ρreq
ρmin
ρmax
use ρtemp
n12
smax
n12
smax
SUMMARY
Use 12mm diameter main bars spaced at 260 mm on center
Use 12mm diameter temperature bars spaced at 410 mm on center
DESIGN OF TWO-WAY SLABSLAB 33
GROUND, 2ND, 3RD, 4TH, 5TH, 6TH
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE
Short Span 4.45 m Dead Load 2.348 DEAD LOAD
Long Span 7.75 m Weight of Slab 4.113 Col Strip
m 0.57 Total Dead Load 6.461 Short Span 0.086
t 175 mm Total Live Load 4.80 Long Span 0.011
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm)
Col Strip Mid Strip Col Strip Mid Strip Col Strip
Short Span 10.940 4.672 Short Span 8.128 5.804 Short Span 26.134
Long Span 4.381 1.352 Long Span 3.255 1.869 Long Span 10.465
SHORT SPAN LONG SPAN
COL STRIP MID STRIP COL STRIP MID STRIP
Mu 26.134 14.893 10.465 4.613SUMMARY
d 149 149 137 137
b 1000 1000 1000 1000 SHORT SPAN Use 12 mm bars spaced at
R 1.308 0.745 0.620 0.273 LONG SPAN Use 12 mm bars spaced at
0.0033 0.0018 0.0015 0.0007
use ρ 0.0034 0.0034 0.0034 0.0034
As 503.865 503.865 463.285 463.285
4.455 4.455 4.096 4.096
s 224.460 224.460 244.120 244.120
350 350 350 350
use s 220 220 240 240
DESIGN OF TWO-WAY SLABSLAB 26
ROOFDECK
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE
Short Span 5.00 m Dead Load 2.348 DEAD LOAD
Long Span 6.00 m Weight of Slab 4.113 Col Strip
m 0.83 Total Dead Load 6.461 Short Span 0.062
t 175 mm Total Live Load 1.00 Long Span 0.030
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm)
Col Strip Mid Strip Col Strip Mid Strip Col Strip
Short Span 9.960 3.984 Short Span 1.542 0.958 Short Span 14.419
ρreq
n12
smax
Long Span 6.900 2.713 Long Span 1.068 0.660 Long Span 9.989
SHORT SPAN LONG SPAN
COL STRIP MID STRIP COL STRIP MID STRIP
Mu 14.419 6.314 9.989 4.312SUMMARY
d 149 149 137 137
b 1000 1000 1000 1000 SHORT SPAN Use 12 mm bars spaced at
R 0.722 0.316 0.591 0.255 LONG SPAN Use 12 mm bars spaced at
0.0018 0.0008 0.0014 0.0006
use ρ 0.0034 0.0034 0.0034 0.0034
As 503.865 503.865 463.285 463.285
4.455 4.455 4.096 4.096
s 224.460 224.460 244.120 244.120
350 350 350 350
use s 220 220 240 240
DESIGN OF TWO-WAY SLABSLAB 27
ROOFDECK
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE
Short Span 5.50 m Dead Load 2.348 DEAD LOAD
Long Span 6.00 m Weight of Slab 4.113 Col Strip
m 0.92 Total Dead Load 6.461 Short Span 0.053
t 175 mm Total Live Load 1.00 Long Span 0.038
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm)
Col Strip Mid Strip Col Strip Mid Strip Col Strip
Short Span 10.423 4.169 Short Span 1.613 0.988 Short Span 15.089
Long Span 8.915 3.411 Long Span 1.380 0.828 Long Span 12.907
SHORT SPAN LONG SPAN
COL STRIP MID STRIP COL STRIP MID STRIP
Mu 15.089 6.584 12.907 5.418SUMMARY
d 149 149 137 137
b 1000 1000 1000 1000 SHORT SPAN Use 12 mm bars spaced at
R 0.755 0.330 0.764 0.321 LONG SPAN Use 12 mm bars spaced at
0.0019 0.0008 0.0019 0.0008
use ρ 0.0034 0.0034 0.0034 0.0034
As 503.865 503.865 463.285 463.285
ρreq
n12
smax
ρreq
4.455 4.455 4.096 4.096
s 224.460 224.460 244.120 244.120
350 350 350 350
use s 220 220 240 240
DESIGN OF TWO-WAY SLABSLAB 28
ROOFDECK
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE
Short Span 6.00 m Dead Load 2.348 DEAD LOAD
Long Span 7.25 m Weight of Slab 4.113 Col Strip
m 0.83 Total Dead Load 6.461 Short Span 0.073
t 175 mm Total Live Load 1.00 Long Span 0.019
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm)
Col Strip Mid Strip Col Strip Mid Strip Col Strip
Short Span 17.058 6.616 Short Span 2.640 1.452 Short Span 24.695
Long Span 6.522 3.958 Long Span 1.010 0.981 Long Span 9.442
SHORT SPAN LONG SPAN
COL STRIP MID STRIP COL STRIP MID STRIP
Mu 24.695 10.264 9.442 6.318SUMMARY
d 149 149 137 137
b 1000 1000 1000 1000 SHORT SPAN Use 12 mm bars spaced at
R 1.236 0.514 0.559 0.374 LONG SPAN Use 12 mm bars spaced at
0.0031 0.0013 0.0014 0.0009
use ρ 0.0034 0.0034 0.0034 0.0034
As 503.865 503.865 463.285 463.285
4.455 4.455 4.096 4.096
s 224.460 224.460 244.120 244.120
350 350 350 350
use s 220 220 240 240
DESIGN OF TWO-WAY SLABSLAB 29
ROOFDECK
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE
Short Span 6.00 m Dead Load 2.348 DEAD LOAD
Long Span 7.75 m Weight of Slab 4.113 Col Strip
m 0.77 Total Dead Load 6.461 Short Span 0.067
n12
smax
ρreq
n12
smax
t 175 mm Total Live Load 1.00 Long Span 0.024
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm)
Col Strip Mid Strip Col Strip Mid Strip Col Strip
Short Span 15.598 6.287 Short Span 2.414 1.550 Short Span 22.580
Long Span 9.476 3.868 Long Span 1.467 0.928 Long Span 13.717
SHORT SPAN LONG SPAN
COL STRIP MID STRIP COL STRIP MID STRIP
Mu 22.580 10.025 13.717 6.126SUMMARY
d 149 149 137 137
b 1000 1000 1000 1000 SHORT SPAN Use 12 mm bars spaced at
R 1.130 0.502 0.812 0.363 LONG SPAN Use 12 mm bars spaced at
0.0028 0.0012 0.0020 0.0009
use ρ 0.0034 0.0034 0.0034 0.0034
As 503.865 503.865 463.285 463.285
4.455 4.455 4.096 4.096
s 224.460 224.460 244.120 244.120
350 350 350 350
use s 220 220 240 240
DESIGN OF TWO-WAY SLABSLAB 30
ROOFDECK
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE
Short Span 2.75 m Dead Load 2.348 DEAD LOAD
Long Span 5.50 m Weight of Slab 4.113 Col Strip
m 0.50 Total Dead Load 6.461 Short Span 0.089
t 175 mm Total Live Load 1.00 Long Span 0.014
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm)
Col Strip Mid Strip Col Strip Mid Strip Col Strip
Short Span 4.348 2.736 Short Span 0.673 0.575 Short Span 6.295
Long Span 2.736 0.782 Long Span 0.424 0.151 Long Span 3.961
SHORT SPAN LONG SPAN
COL STRIP MID STRIP COL STRIP MID STRIP
Mu 6.295 4.203 3.961 1.180SUMMARY
d 149 149 137 137
ρreq
n12
smax
b 1000 1000 1000 1000 SHORT SPAN Use 12 mm bars spaced at
R 0.315 0.210 0.234 0.070 LONG SPAN Use 12 mm bars spaced at
0.0008 0.0005 0.0006 0.0002
use ρ 0.0034 0.0034 0.0034 0.0034
As 503.865 503.865 463.285 463.285
4.455 4.455 4.096 4.096
s 224.460 224.460 244.120 244.120
350 350 350 350
use s 220 220 240 240
ρreq
n12
smax
DESIGN OF TWO-WAY SLAB
MOMENT COEFFICIENTS : CASE 9 DIMENSIONS
DEAD LOAD LIVE LOAD Short Span 2.75 m
Col Strip Mid Strip Col Strip Mid Strip Long Span 4.00 m
0.086 0.037 Short Span 0.086 0.061 m 0.69
0.011 0.003 Long Span 0.011 0.006 t 175 mm
TOTAL (kNm) DESIGN PARAMETERS DESIGN MOMENTS - DL (kNm)
Col Strip Mid Strip f'c 28 MPa Col Strip Mid Strip
26.134 14.893 fy 414 MPa Short Span 3.396 2.003
10.465 4.613 0.0034 Long Span 2.868 1.085
0.0209
149 mm
137 mm SHORT SPAN
COL STRIP MID STRIP
SUMMARYMu 4.916 3.072
d 149 149
Use 12 mm bars spaced at 220 mm on center b 1000 1000
Use 12 mm bars spaced at 240 mm on center R 0.246 0.154
0.0006 0.0004
use ρ 0.0034 0.0034
As 503.865 503.865
4.455 4.455
s 224.460 224.460
350 350
use s 220 220
DESIGN OF TWO-WAY SLAB
MOMENT COEFFICIENTS : CASE 2 DIMENSIONS
DEAD LOAD LIVE LOAD Short Span 2.75 m
Col Strip Mid Strip Col Strip Mid Strip Long Span 5.00 m
0.062 0.025 Short Span 0.062 0.038 m 0.55
0.030 0.012 Long Span 0.030 0.018 t 175 mm
TOTAL (kNm) DESIGN PARAMETERS DESIGN MOMENTS - DL (kNm)
Col Strip Mid Strip f'c 28 MPa Col Strip Mid Strip
14.419 6.314 fy 414 MPa Short Span 4.153 2.541
ρmin
ρmax
ds
dL
ρreq
n12
smax
9.989 4.312 0.0034 Long Span 2.261 0.808
0.0209
149 mm
137 mm SHORT SPAN
COL STRIP MID STRIP
SUMMARYMu 6.012 3.896
d 149 149
Use 12 mm bars spaced at 220 mm on center b 1000 1000
Use 12 mm bars spaced at 240 mm on center R 0.301 0.195
0.0007 0.0005
use ρ 0.0034 0.0034
As 503.865 503.865
4.455 4.455
s 224.460 224.460
350 350
use s 220 220
DESIGN OF TWO-WAY SLAB
MOMENT COEFFICIENTS : CASE 2 DIMENSIONS
DEAD LOAD LIVE LOAD Short Span 5.50 m
Col Strip Mid Strip Col Strip Mid Strip Long Span 6.00 m
0.053 0.021 Short Span 0.053 0.033 m 0.92
0.038 0.015 Long Span 0.038 0.023 t 175 mm
TOTAL (kNm) DESIGN PARAMETERS DESIGN MOMENTS - DL (kNm)
Col Strip Mid Strip f'c 28 MPa Col Strip Mid Strip
15.089 6.584 fy 414 MPa Short Span 10.423 4.169
12.907 5.418 0.0034 Long Span 8.915 3.411
0.0209
149 mm
137 mm SHORT SPAN
COL STRIP MID STRIP
SUMMARYMu 24.898 12.592
d 149 149
Use 12 mm bars spaced at 220 mm on center b 1000 1000
Use 12 mm bars spaced at 240 mm on center R 1.246 0.630
0.0031 0.0015
use ρ 0.0034 0.0034
As 503.865 503.865
ρmin
ρmax
ds
dL
ρreq
n12
smax
ρmin
ρmax
ds
dL
ρreq
4.455 4.455
s 224.460 224.460
350.000 350.000
use s 220 220
DESIGN OF TWO-WAY SLAB
MOMENT COEFFICIENTS : CASE 9 DIMENSIONS
DEAD LOAD LIVE LOAD Short Span 6.00 m
Col Strip Mid Strip Col Strip Mid Strip Long Span 7.25 m
0.073 0.028 Short Span 0.073 0.040 m 0.83
0.019 0.012 Long Span 0.019 0.019 t 175 mm
TOTAL (kNm) DESIGN PARAMETERS DESIGN MOMENTS - DL (kNm)
Col Strip Mid Strip f'c 28 MPa Col Strip Mid Strip
24.695 10.264 fy 414 MPa Short Span 14.476 5.790
9.442 6.318 0.0034 Long Span 9.918 3.923
0.0209
149 mm
137 mm SHORT SPAN
COL STRIP MID STRIP
SUMMARYMu 34.580 17.674
d 149 149
Use 12 mm bars spaced at 220 mm on center b 1000 1000
Use 12 mm bars spaced at 240 mm on center R 1.731 0.885
0.0043 0.0022
use ρ 0.0043 0.0034
As 647.321 503.865
5.724 4.455
s 174.716 224.460
350.000 350.000
use s 170 220
DESIGN OF TWO-WAY SLAB
MOMENT COEFFICIENTS : CASE 2 DIMENSIONS
DEAD LOAD LIVE LOAD Short Span 6.00 m
Col Strip Mid Strip Col Strip Mid Strip Long Span 7.75 m
0.067 0.027 Short Span 0.067 0.043 m 0.77
n12
smax
ρmin
ρmax
ds
dL
ρreq
n12
smax
0.024 0.010 Long Span 0.024 0.015 t 175 mm
TOTAL (kNm) DESIGN PARAMETERS DESIGN MOMENTS - DL (kNm)
Col Strip Mid Strip f'c 28 MPa Col Strip Mid Strip
22.580 10.025 fy 414 MPa Short Span 15.598 6.287
13.717 6.126 0.0034 Long Span 9.476 3.868
0.0209
149 mm
137 mm SHORT SPAN
COL STRIP MID STRIP
SUMMARYMu 37.259 19.451
d 149 149
Use 12 mm bars spaced at 220 mm on center b 1000 1000
Use 12 mm bars spaced at 240 mm on center R 1.865 0.973
0.0047 0.0024
use ρ 0.0047 0.0034
As 699.706 503.865
6.187 4.455
s 161.635 224.460
350.000 350.000
use s 160 220
MOMENT COEFFICIENTS : CASE 8
DEAD LOAD LIVE LOAD
Col Strip Mid Strip Col Strip Mid Strip
0.089 0.056 Short Span 0.089 0.076
0.014 0.004 Long Span 0.014 0.005
TOTAL (kNm) DESIGN PARAMETERS
Col Strip Mid Strip f'c 28 MPa
6.295 4.203 fy 414 MPa
3.961 1.180 0.0034
0.0209
149 mm
137 mm
SUMMARY
ρmin
ρmax
ds
dL
ρreq
n12
smax
ρmin
ρmax
ds
dL
Use 12 mm bars spaced at 220 mm on center
Use 12 mm bars spaced at 240 mm on center
DESIGN OF TWO-WAY SLABSLAB 31
ROOFDECK
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE 8
2.75 m Dead Load 2.348 DEAD LOAD LIVE LOAD
4.00 m Weight of Slab 4.113 Col Strip Mid Strip Col Strip Mid Strip
0.69 Total Dead Load 6.461 Short Span 0.069 0.041 Short Span 0.069 0.055
175 mm Total Live Load 1.00 Long Span 0.028 0.010 Long Span 0.028 0.013
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm) DESIGN PARAMETERS
Mid Strip Col Strip Mid Strip Col Strip Mid Strip f'c 28 MPa
2.003 Short Span 0.526 0.418 Short Span 4.916 3.072 fy 414 MPa
1.085 Long Span 0.444 0.212 Long Span 4.153 1.642 0.0034
0.0209
149 mm
LONG SPAN 137 mm
COL STRIP MID STRIP
4.153 1.642SUMMARY
137 137
1000 1000 SHORT SPAN Use 12 mm bars spaced at 220 mm on center
0.246 0.097 LONG SPAN Use 12 mm bars spaced at 240 mm on center
0.0006 0.0002
0.0034 0.0034
463.285 463.285
4.096 4.096
244.120 244.120
350 350
240 240
DESIGN OF TWO-WAY SLABSLAB 32
ROOFDECK
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE 8
2.75 m Dead Load 2.348 DEAD LOAD LIVE LOAD
5.00 m Weight of Slab 4.113 Col Strip Mid Strip Col Strip Mid Strip
0.55 Total Dead Load 6.461 Short Span 0.085 0.052 Short Span 0.085 0.070
175 mm Total Live Load 1.00 Long Span 0.014 0.005 Long Span 0.014 0.007
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm) DESIGN PARAMETERS
Mid Strip Col Strip Mid Strip Col Strip Mid Strip f'c 28 MPa
2.541 Short Span 0.643 0.529 Short Span 6.012 3.896 fy 414 MPa
ρmin
ρmax
ds
dL
0.808 Long Span 0.350 0.175 Long Span 3.273 1.249 0.0034
0.0209
149 mm
LONG SPAN 137 mm
COL STRIP MID STRIP
3.273 1.249SUMMARY
137 137
1000 1000 SHORT SPAN Use 12 mm bars spaced at 220 mm on center
0.194 0.074 LONG SPAN Use 12 mm bars spaced at 240 mm on center
0.0005 0.0002
0.0034 0.0034
463.285 463.285
4.096 4.096
244.120 244.120
350 350
240 240
DESIGN OF TWO-WAY SLABSLAB 8
GROUND, 2ND FLOOR, 3RD FLOOR
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE 2
5.50 m Dead Load 2.348 DEAD LOAD LIVE LOAD
6.00 m Weight of Slab 4.113 Col Strip Mid Strip Col Strip Mid Strip
0.92 Total Dead Load 6.461 Short Span 0.053 0.021 Short Span 0.053 0.033
175 mm Total Live Load 4.80 Long Span 0.038 0.015 Long Span 0.038 0.023
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm) DESIGN PARAMETERS
Mid Strip Col Strip Mid Strip Col Strip Mid Strip f'c 28 MPa
4.169 Short Span 7.744 4.743 Short Span 24.898 12.592 fy 414 MPa
3.411 Long Span 6.624 3.974 Long Span 21.297 10.452 0.0034
0.0209
149 mm
LONG SPAN 137 mm
COL STRIP MID STRIP
21.297 10.452SUMMARY
137 137
1000 1000 SHORT SPAN Use 12 mm bars spaced at 220 mm on center
1.261 0.619 LONG SPAN Use 12 mm bars spaced at 240 mm on center
0.0031 0.0015
0.0034 0.0034
463.285 463.285
ρmin
ρmax
ds
dL
ρmin
ρmax
ds
dL
4.096 4.096
244.120 244.120
350.000 350.000
240 240
DESIGN OF TWO-WAY SLABSLAB 9
GROUND, 2ND FLOOR, 3RD FLOOR
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE 2
6.00 m Dead Load 2.348 DEAD LOAD LIVE LOAD
7.25 m Weight of Slab 4.113 Col Strip Mid Strip Col Strip Mid Strip
0.83 Total Dead Load 6.461 Short Span 0.062 0.025 Short Span 0.062 0.039
175 mm Total Live Load 4.80 Long Span 0.029 0.012 Long Span 0.029 0.018
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm) DESIGN PARAMETERS
Mid Strip Col Strip Mid Strip Col Strip Mid Strip f'c 28 MPa
5.790 Short Span 10.755 6.703 Short Span 34.580 17.674 fy 414 MPa
3.923 Long Span 7.369 4.567 Long Span 23.692 12.015 0.0034
0.0209
149 mm
LONG SPAN 137 mm
COL STRIP MID STRIP
23.692 12.015SUMMARY
137 137
1000 1000 SHORT SPAN Use 12 mm bars spaced at 170 mm on center
1.403 0.711 LONG SPAN Use 12 mm bars spaced at 230 mm on center
0.0035 0.0017
0.0035 0.0034
478.674 463.285
4.232 4.096
236.272 244.120
350.000 350.000
230 240
DESIGN OF TWO-WAY SLABSLAB 10
GROUND, 2ND FLOOR, 3RD FLOOR
DIMENSIONS DESIGN LOADS (kPa) MOMENT COEFFICIENTS : CASE 2
6.00 m Dead Load 2.348 DEAD LOAD LIVE LOAD
7.75 m Weight of Slab 4.113 Col Strip Mid Strip Col Strip Mid Strip
0.77 Total Dead Load 6.461 Short Span 0.067 0.027 Short Span 0.067 0.043
ρmin
ρmax
ds
dL
175 mm Total Live Load 4.80 Long Span 0.024 0.010 Long Span 0.024 0.015
DESIGN MOMENTS - DL (kNm) DESIGN MOMENTS - LL (kNm) TOTAL (kNm) DESIGN PARAMETERS
Mid Strip Col Strip Mid Strip Col Strip Mid Strip f'c 28 MPa
6.287 Short Span 11.589 7.442 Short Span 37.259 19.451 fy 414 MPa
3.868 Long Span 7.040 4.455 Long Span 22.635 11.769 0.0034
0.0209
149 mm
LONG SPAN 137 mm
COL STRIP MID STRIP
22.635 11.769SUMMARY
137 137
1000 1000 SHORT SPAN Use 12 mm bars spaced at 160 mm on center
1.340 0.697 LONG SPAN Use 12 mm bars spaced at 240 mm on center
0.0033 0.0017
0.0034 0.0034
463.285 463.285
4.096 4.096
244.120 244.120
350.000 350.000
240 240
ρmin
ρmax
ds
dL
8
LIVE LOAD
Mid Strip
0.055
0.013
DESIGN PARAMETERS
28 MPa
414 MPa
0.0034
0.0209
149 mm
137 mm
SUMMARY
8
LIVE LOAD
Mid Strip
0.070
0.007
DESIGN PARAMETERS
28 MPa
414 MPa
0.0034
0.0209
149 mm
137 mm
SUMMARY
2
LIVE LOAD
Mid Strip
0.033
0.023
DESIGN PARAMETERS
28 MPa
414 MPa
0.0034
0.0209
149 mm
137 mm
SUMMARY
2
LIVE LOAD
Mid Strip
0.039
0.018
DESIGN PARAMETERS
28 MPa
414 MPa
0.0034
0.0209
149 mm
137 mm
SUMMARY
2
LIVE LOAD
Mid Strip
0.043
0.015
DESIGN PARAMETERS
28 MPa
414 MPa
0.0034
0.0209
149 mm
137 mm
SUMMARY
MOMENT COEFFICIENTS DEAD LOADSCASE 1 CASE 2 CASE 3 CASE 4 CASE 5 CASE 6
m S L S L S L S L S L S1.00 0.036 0.036 0.018 0.018 0.018 0.027 0.027 0.027 0.027 0.018 0.0330.95 0.040 0.033 0.020 0.016 0.021 0.025 0.030 0.024 0.028 0.015 0.0360.90 0.045 0.029 0.022 0.014 0.025 0.024 0.033 0.022 0.029 0.013 0.0390.85 0.050 0.026 0.024 0.012 0.029 0.022 0.036 0.019 0.031 0.011 0.0420.80 0.056 0.023 0.026 0.011 0.034 0.020 0.039 0.016 0.032 0.009 0.0450.75 0.061 0.019 0.028 0.009 0.040 0.018 0.043 0.013 0.033 0.007 0.0480.70 0.068 0.016 0.030 0.007 0.046 0.016 0.046 0.011 0.035 0.005 0.0510.65 0.074 0.013 0.032 0.006 0.054 14.000 0.050 0.009 0.036 0.004 0.0540.60 0.081 0.010 0.034 0.004 0.062 0.011 0.053 0.007 0.037 0.003 0.0560.55 0.088 0.008 0.035 0.003 0.071 0.009 0.056 0.005 0.038 0.002 0.0580.50 0.095 0.006 0.037 0.002 0.080 0.007 0.059 0.004 0.039 0.001 0.061
MOMENT COEFFICIENTS LIVE LOADSCASE 1 CASE 2 CASE 3 CASE 4 CASE 5 CASE 6
m S L S L S L S L S L S1.00 36.000 36.000 27.000 27.000 27.000 32.000 32.000 32.000 32.000 27.000 35.0000.95 40.000 33.000 30.000 25.000 31.000 29.000 35.000 29.000 34.000 24.000 38.0000.90 45.000 29.000 34.000 22.000 35.000 27.000 39.000 26.000 37.000 21.000 42.0000.85 50.000 26.000 37.000 19.000 40.000 24.000 43.000 23.000 41.000 19.000 46.0000.80 56.000 23.000 41.000 17.000 45.000 22.000 48.000 20.000 44.000 16.000 51.0000.75 61.000 19.000 45.000 14.000 51.000 19.000 52.000 16.000 47.000 13.000 55.0000.70 68.000 16.000 49.000 12.000 57.000 16.000 57.000 14.000 51.000 11.000 60.0000.65 74.000 13.000 53.000 10.000 64.000 14.000 62.000 11.000 55.000 9.000 64.0000.60 81.000 10.000 58.000 7.000 71.000 11.000 67.000 9.000 59.000 7.000 68.0000.55 88.000 8.000 62.000 6.000 80.000 9.000 72.000 7.000 63.000 5.000 73.0000.50 95.000 6.000 66.000 4.000 88.000 7.000 77.000 5.000 67.000 4.000 78.000
MOMENT COEFFICIENTS NEGATIVE LOADSCASE 1 CASE 2 CASE 3 CASE 4 CASE 5 CASE 6
m S L S L S L S L S L S1.00 0.000 0.000 45.000 45.000 0.000 76.000 50.000 50.000 75.000 0.000 71.0000.95 0.000 0.000 50.000 41.000 0.000 72.000 55.000 45.000 79.000 0.000 75.0000.90 0.000 0.000 55.000 37.000 0.000 70.000 60.000 40.000 80.000 0.000 79.0000.85 0.000 0.000 60.000 31.000 0.000 65.000 66.000 34.000 82.000 0.000 83.0000.80 0.000 0.000 65.000 27.000 0.000 61.000 71.000 29.000 83.000 0.000 86.0000.75 0.000 0.000 69.000 22.000 0.000 56.000 76.000 24.000 85.000 0.000 88.0000.70 0.000 0.000 74.000 17.000 0.000 50.000 81.000 19.000 86.000 0.000 91.0000.65 0.000 0.000 77.000 14.000 0.000 43.000 85.000 15.000 87.000 0.000 93.0000.60 0.000 0.000 81.000 0.000 0.000 35.000 89.000 10.000 88.000 0.000 95.0000.55 0.000 0.000 84.000 7.000 0.000 28.000 92.000 8.000 89.000 0.000 96.0000.50 0.000 0.000 86.000 0.000 0.000 22.000 94.000 6.000 90.000 0.000 97.000
.
MOMENT COEFFICIENTS DEAD LOADSCASE 6 CASE 7 CASE 8 CASE 9
L S L S L S L0.027 0.027 0.033 0.020 0.023 0.023 0.0200.024 0.031 0.031 0.022 0.021 0.024 0.0170.021 0.035 0.028 0.025 0.019 0.026 0.0150.017 0.040 0.025 0.029 0.017 0.028 0.0130.015 0.045 0.022 0.032 0.015 0.029 0.0100.012 0.051 0.020 0.036 0.013 0.031 0.0070.009 0.058 0.017 0.040 0.011 0.033 0.0060.007 0.065 0.014 0.044 0.009 0.034 0.0050.006 0.073 0.012 0.048 0.007 0.036 0.0040.004 0.081 0.009 0.052 0.005 0.037 0.0030.003 0.089 0.007 0.056 0.004 0.038 0.002
MOMENT COEFFICIENTS LIVE LOADSCASE 6 CASE 7 CASE 8 CASE 9
L S L S L S L32.000 32.000 35.000 28.000 30.000 30.000 28.00029.000 36.000 32.000 31.000 27.000 32.000 25.00025.000 40.000 29.000 35.000 24.000 36.000 22.00022.000 45.000 26.000 40.000 22.000 39.000 20.00019.000 51.000 23.000 44.000 19.000 42.000 17.00016.000 56.000 20.000 49.000 16.000 46.000 13.00013.000 63.000 17.000 54.000 14.000 50.000 11.00010.000 70.000 14.000 59.000 11.000 54.000 9.0008.000 77.000 11.000 65.000 9.000 59.000 7.0006.000 85.000 9.000 70.000 7.000 63.000 6.0005.000 92.000 7.000 76.000 5.000 67.000 4.000
MOMENT COEFFICIENTS NEGATIVE LOADSCASE 6 CASE 7 CASE 8 CASE 9
L S L S L S L0.000 0.000 71.000 33.000 61.000 61.000 33.0000.000 0.000 67.000 38.000 56.000 65.000 29.0000.000 0.000 62.000 43.000 52.000 68.000 25.0000.000 0.000 57.000 49.000 46.000 72.000 21.0000.000 0.000 51.000 61.000 41.000 75.000 17.0000.000 0.000 44.000 61.000 36.000 75.000 14.0000.000 0.000 38.000 68.000 29.000 81.000 11.0000.000 0.000 31.000 74.000 24.000 83.000 8.0000.000 0.000 0.000 80.000 24.000 85.000 18.0000.000 0.000 19.000 85.000 14.000 86.000 5.0000.000 0.000 0.000 89.000 14.000 88.000 10.000
0.50 0.60 0.70 0.80 0.90 1.000.000
0.010
0.020
0.030
0.040
0.050
0.060
0.070
0.080
0.090
0.100
Short Span POSITIVE DL
CASE 1 CASE 2 CASE 3 CASE 4CASE 5 CASE 6 CASE 7 CASE 8CASE 9
m = S / L
0.50 0.60 0.70 0.80 0.90 1.000.000
0.010
0.020
0.030
0.040
0.050
0.060
0.070
0.080
0.090
0.100
Short Span POSITIVE DL
CASE 1 CASE 2 CASE 3 CASE 4CASE 5 CASE 6 CASE 7 CASE 8CASE 9
m = S / L
