Tailrace Design (Platform)

Engineering and DevelopmentCorporation of the Philippines

Software licensed to

Job Title

Client

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17-Sep-13

30-Sep-2013 10:19TAILRACE(Platform).std

Print Time/Date: 09/10/2013 12:53 Print Run 1 of 9STAAD.Pro for Windows 20.07.04.12

Job Information Engineer Checked Approved

Name:

Date: 17-Sep-13

Structure Type SPACE FRAME

Number of Nodes 308 Highest Node 308

Number of Elements 8 Highest Beam 248

Number of Plates 240 Highest Plate 246

Number of Basic Load Cases 5

Number of Combination Load Cases 5

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 DL

Primary 2 RL

Primary 3 BACKFILL

Primary 4 SEISMIC @ BACKFILL

Primary 5 LL

Combination 6 1.4DL

Combination 7 1.2DL +1.6LL +1.6H + 0.5RL

Combination 8 1.2DL + 1.0E + 1.0L

Combination 9 0.9DL + 1.6H

Combination 10 0.9D + 1.0E 1.6H



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2

17-Sep-13



PH - Tailrace Platform and Wall

Section PropertiesProp Section Area

(cm2)

Iyy

(cm4)

Izz

(cm4)

J

(cm4)

Material

2 Rect 0.40x0.25 1 E +3 52.1 E +3 133 E +3 127 E +3 CONCRETE

3 Rect 0.50x0.25 1.25 E +3 65.1 E +3 260 E +3 179 E +3 CONCRETE

Plate ThicknessProp Node A

(cm)

Node B

(cm)

Node C

(cm)

Node D

(cm)

Material

1 70.000 70.000 70.000 70.000 CONCRETE

Basic Load CasesNumber Name

1 DL

2 RL

3 BACKFILL

4 SEISMIC @ BACKFILL

5 LL



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3

17-Sep-13



Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

6 1.4DL 1 DL 1.40

7 1.2DL +1.6LL +1.6H + 0.5RL 1 DL 1.20

5 LL 1.60

3 BACKFILL 1.60

2 RL 0.50

8 1.2DL + 1.0E + 1.0L 1 DL 1.20

5 LL 1.00

4 SEISMIC @ BACKFILL 1.00

9 0.9DL + 1.6H 1 DL 0.90

3 BACKFILL 1.60

10 0.9D + 1.0E 1.6H 1 DL 0.90

4 SEISMIC @ BACKFILL 1.00

3 BACKFILL 1.60

Beam End ForcesSign convention is as the action of the joint on the beam.

Axial Shear Torsion Bending

Beam Node L/C Fx

(kN)

Fy

(kN)

Fz

(kN)

Mx

(kNm)

My

(kNm)

Mz

(kNm)

1 15 1:DL -1.699 8.708 -0.035 0.011 0.084 6.465

2:RL -3.277 8.130 -0.042 0.008 0.098 5.979

3:BACKFILL 6.414 0.240 -0.221 -0.004 0.610 0.833

4:SEISMIC @ BACKFILL 25.370 0.032 -0.512 -0.007 1.403 0.277

5:LL 1.434 0.007 -0.031 -0.000 0.085 0.032

6:1.4DL -2.379 12.191 -0.049 0.015 0.117 9.051

7:1.2DL +1.6LL +1.6H + 0.5RL 8.879 14.910 -0.466 0.011 1.261 12.132

8:1.2DL + 1.0E + 1.0L 24.766 10.488 -0.585 0.005 1.588 8.067

9:0.9DL + 1.6H 8.732 8.222 -0.385 0.004 1.051 7.152

10:0.9D + 1.0E 1.6H 34.103 8.254 -0.898 -0.003 2.454 7.429

13 1:DL 1.699 9.063 0.035 -0.011 0.081 -7.301

2:RL 3.277 8.614 0.042 -0.008 0.098 -7.117

3:BACKFILL -6.414 -0.240 0.221 0.004 0.430 0.296

4:SEISMIC @ BACKFILL-25.370 -0.032 0.512 0.007 1.005 -0.127

5:LL -1.434 -0.007 0.031 0.000 0.061 -0.000

6:1.4DL 2.379 12.689 0.049 -0.015 0.114 -10.221

7:1.2DL +1.6LL +1.6H + 0.5RL-8.879 14.788 0.466 -0.011 0.931 -11.846

8:1.2DL + 1.0E + 1.0L-24.766 10.838 0.585 -0.005 1.163 -8.888

9:0.9DL + 1.6H -8.732 7.773 0.385 -0.004 0.761 -6.097

10:0.9D + 1.0E 1.6H-34.103 7.741 0.898 0.003 1.766 -6.224

2 17 1:DL -1.646 7.920 -0.025 0.047 0.061 5.756

2:RL -3.136 6.278 -0.022 0.041 0.058 4.453

3:BACKFILL 20.113 0.344 -0.282 -0.008 0.784 1.237

4:SEISMIC @ BACKFILL 54.056 -0.016 -0.558 -0.012 1.529 0.292

5:LL 3.192 0.006 -0.035 -0.001 0.095 0.041

6:1.4DL -2.304 11.088 -0.035 0.066 0.086 8.058

7:1.2DL +1.6LL +1.6H + 0.5RL 33.746 13.203 -0.547 0.063 1.509 11.178

8:1.2DL + 1.0E + 1.0L 55.273 9.495 -0.623 0.044 1.697 7.240

9:0.9DL + 1.6H 30.700 7.678 -0.473 0.029 1.310 7.160



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4

17-Sep-13



Beam End Forces Cont...


Beam Node L/C Fx

(kN)

Fy

(kN)

Fz

(kN)

Mx

(kNm)

My

(kNm)

Mz

(kNm)

10:0.9D + 1.0E 1.6H 84.756 7.662 -1.031 0.018 2.838 7.452

11 1:DL 1.646 8.441 0.025 -0.047 0.056 -6.981

2:RL 3.136 6.941 0.022 -0.041 0.046 -6.012

3:BACKFILL -20.113 -0.344 0.282 0.008 0.539 0.379

4:SEISMIC @ BACKFILL-54.056 0.016 0.558 0.012 1.095 -0.367

5:LL -3.192 -0.006 0.035 0.001 0.067 -0.011

6:1.4DL 2.304 11.818 0.035 -0.066 0.078 -9.774

7:1.2DL +1.6LL +1.6H + 0.5RL-33.746 13.040 0.547 -0.063 1.061 -10.794

8:1.2DL + 1.0E + 1.0L-55.273 10.139 0.623 -0.044 1.230 -8.755

9:0.9DL + 1.6H -30.700 7.047 0.473 -0.029 0.913 -5.676

10:0.9D + 1.0E 1.6H-84.756 7.063 1.031 -0.018 2.009 -6.043

3 9 1:DL 2.017 29.757 -0.000 0.000 0.013 39.463

2:RL 2.580 44.203 0.000 -0.000 0.014 58.613

3:BACKFILL 14.438 0.000 0.000 -0.000 0.073 -0.184

4:SEISMIC @ BACKFILL 36.068 0.000 0.000 -0.000 0.170 -0.467

5:LL 2.152 0.000 0.000 -0.000 0.010 -0.028

6:1.4DL 2.824 41.659 -0.000 0.000 0.019 55.248

7:1.2DL +1.6LL +1.6H + 0.5RL 30.254 57.810 -0.000 -0.000 0.157 76.324

8:1.2DL + 1.0E + 1.0L 40.640 35.708 -0.000 0.000 0.196 46.860

9:0.9DL + 1.6H 24.917 26.781 -0.000 0.000 0.129 35.223

10:0.9D + 1.0E 1.6H 60.985 26.781 -0.000 0.000 0.299 34.756

10 1:DL -2.017 29.757 0.000 -0.000 -0.013 -39.463

2:RL -2.580 44.203 -0.000 0.000 -0.014 -58.613

3:BACKFILL -14.438 -0.000 -0.000 0.000 -0.073 0.184

4:SEISMIC @ BACKFILL-36.068 -0.000 -0.000 0.000 -0.170 0.467

5:LL -2.152 -0.000 -0.000 0.000 -0.010 0.028

6:1.4DL -2.824 41.659 0.000 -0.000 -0.019 -55.248

7:1.2DL +1.6LL +1.6H + 0.5RL-30.254 57.810 0.000 0.000 -0.157 -76.324

8:1.2DL + 1.0E + 1.0L-40.640 35.708 0.000 -0.000 -0.196 -46.860

9:0.9DL + 1.6H -24.917 26.781 0.000 -0.000 -0.129 -35.223

10:0.9D + 1.0E 1.6H-60.985 26.781 0.000 -0.000 -0.299 -34.756

4 6 1:DL 3.955 18.994 0.000 0.000 -0.053 24.833

2:RL 4.706 17.297 0.000 -0.000 -0.060 22.484

3:BACKFILL 35.471 0.000 0.000 -0.000 0.057 -0.328

4:SEISMIC @ BACKFILL 81.761 0.000 0.000 -0.000 0.123 -0.692

5:LL 4.935 0.000 0.000 -0.000 0.008 -0.042

6:1.4DL 5.537 26.592 0.000 0.000 -0.075 34.767

7:1.2DL +1.6LL +1.6H + 0.5RL 71.749 31.441 0.000 -0.000 0.009 40.450

8:1.2DL + 1.0E + 1.0L 91.442 22.793 0.000 0.000 0.067 29.066

9:0.9DL + 1.6H 60.313 17.095 0.000 0.000 0.043 21.826

10:0.9D + 1.0E 1.6H 142.074 17.095 0.000 0.000 0.166 21.134

7 1:DL -3.955 18.994 -0.000 -0.000 0.053 -24.833

2:RL -4.706 17.297 -0.000 0.000 0.060 -22.484

3:BACKFILL -35.471 -0.000 -0.000 0.000 -0.057 0.328

4:SEISMIC @ BACKFILL-81.761 -0.000 -0.000 0.000 -0.123 0.692

5:LL -4.935 -0.000 -0.000 0.000 -0.008 0.042

6:1.4DL -5.537 26.592 -0.000 -0.000 0.075 -34.767

7:1.2DL +1.6LL +1.6H + 0.5RL-71.749 31.441 -0.000 0.000 -0.009 -40.450



Job Title

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Job No Sheet No Rev

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Ref

By Date Chd

File Date/Time

5

17-Sep-13





Beam Node L/C Fx

(kN)

Fy

(kN)

Fz

(kN)

Mx

(kNm)

My

(kNm)

Mz

(kNm)

8:1.2DL + 1.0E + 1.0L-91.442 22.793 -0.000 -0.000 -0.067 -29.066

9:0.9DL + 1.6H -60.313 17.095 -0.000 -0.000 -0.043 -21.826

10:0.9D + 1.0E 1.6H-142.074 17.095 -0.000 -0.000 -0.166 -21.134

5 14 1:DL -1.699 9.063 0.035 -0.011 -0.081 7.301

2:RL -3.277 8.614 0.042 -0.008 -0.098 7.117

3:BACKFILL 6.414 -0.240 0.221 0.004 -0.430 -0.296

4:SEISMIC @ BACKFILL 25.370 -0.032 0.512 0.007 -1.005 0.127

5:LL 1.434 -0.007 0.031 0.000 -0.061 0.000

6:1.4DL -2.379 12.689 0.049 -0.015 -0.114 10.221

7:1.2DL +1.6LL +1.6H + 0.5RL 8.879 14.788 0.466 -0.011 -0.931 11.846

8:1.2DL + 1.0E + 1.0L 24.766 10.838 0.585 -0.005 -1.163 8.888

9:0.9DL + 1.6H 8.732 7.773 0.385 -0.004 -0.761 6.097

10:0.9D + 1.0E 1.6H 34.103 7.741 0.898 0.003 -1.766 6.224

16 1:DL 1.699 8.708 -0.035 0.011 -0.084 -6.465

2:RL 3.277 8.130 -0.042 0.008 -0.098 -5.979

3:BACKFILL -6.414 0.240 -0.221 -0.004 -0.610 -0.833

4:SEISMIC @ BACKFILL-25.370 0.032 -0.512 -0.007 -1.403 -0.277

5:LL -1.434 0.007 -0.031 -0.000 -0.085 -0.032

6:1.4DL 2.379 12.191 -0.049 0.015 -0.117 -9.051

7:1.2DL +1.6LL +1.6H + 0.5RL-8.879 14.910 -0.466 0.011 -1.261 -12.132

8:1.2DL + 1.0E + 1.0L-24.766 10.488 -0.585 0.005 -1.588 -8.067

9:0.9DL + 1.6H -8.732 8.222 -0.385 0.004 -1.051 -7.152

10:0.9D + 1.0E 1.6H-34.103 8.254 -0.898 -0.003 -2.454 -7.429

6 12 1:DL -1.646 8.441 0.025 -0.047 -0.056 6.981

2:RL -3.136 6.941 0.022 -0.041 -0.046 6.012

3:BACKFILL 20.113 -0.344 0.282 0.008 -0.539 -0.379

4:SEISMIC @ BACKFILL 54.056 0.016 0.558 0.012 -1.095 0.367

5:LL 3.192 -0.006 0.035 0.001 -0.067 0.011

6:1.4DL -2.304 11.818 0.035 -0.066 -0.078 9.774

7:1.2DL +1.6LL +1.6H + 0.5RL 33.746 13.040 0.547 -0.063 -1.061 10.794

8:1.2DL + 1.0E + 1.0L 55.273 10.139 0.623 -0.044 -1.230 8.755

9:0.9DL + 1.6H 30.700 7.047 0.473 -0.029 -0.913 5.676

10:0.9D + 1.0E 1.6H 84.756 7.063 1.031 -0.018 -2.009 6.043

18 1:DL 1.646 7.920 -0.025 0.047 -0.061 -5.756

2:RL 3.136 6.278 -0.022 0.041 -0.058 -4.453

3:BACKFILL -20.113 0.344 -0.282 -0.008 -0.784 -1.237

4:SEISMIC @ BACKFILL-54.056 -0.016 -0.558 -0.012 -1.529 -0.292

5:LL -3.192 0.006 -0.035 -0.001 -0.095 -0.041

6:1.4DL 2.304 11.088 -0.035 0.066 -0.086 -8.058

7:1.2DL +1.6LL +1.6H + 0.5RL-33.746 13.203 -0.547 0.063 -1.509 -11.178

8:1.2DL + 1.0E + 1.0L-55.273 9.495 -0.623 0.044 -1.697 -7.240

9:0.9DL + 1.6H -30.700 7.678 -0.473 0.029 -1.310 -7.160

10:0.9D + 1.0E 1.6H-84.756 7.662 -1.031 0.018 -2.838 -7.452

247 5 1:DL 1.126 7.372 0.041 0.103 -0.066 4.830

2:RL 1.341 5.821 0.043 0.093 -0.064 3.690

3:BACKFILL 40.361 0.332 -0.250 -0.011 0.707 1.340

4:SEISMIC @ BACKFILL 88.186 -0.148 -0.454 -0.013 1.255 0.155

5:LL 5.368 -0.001 -0.029 -0.001 0.079 0.036



Job Title

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Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

6

17-Sep-13





Beam Node L/C Fx

(kN)

Fy

(kN)

Fz

(kN)

Mx

(kNm)

My

(kNm)

Mz

(kNm)

6:1.4DL 1.577 10.321 0.057 0.145 -0.092 6.761

7:1.2DL +1.6LL +1.6H + 0.5RL 75.188 12.287 -0.375 0.151 1.147 9.843

8:1.2DL + 1.0E + 1.0L 94.905 8.698 -0.433 0.110 1.255 5.987

9:0.9DL + 1.6H 65.592 7.166 -0.363 0.075 1.072 6.491

10:0.9D + 1.0E 1.6H 153.778 7.018 -0.818 0.062 2.328 6.646

6 1:DL -1.126 8.989 -0.041 -0.103 -0.127 -8.630

2:RL -1.341 7.398 -0.043 -0.093 -0.140 -7.396

3:BACKFILL -40.361 -0.332 0.250 0.011 0.469 0.219

4:SEISMIC @ BACKFILL-88.186 0.148 0.454 0.013 0.879 -0.849

5:LL -5.368 0.001 0.029 0.001 0.055 -0.039

6:1.4DL -1.577 12.585 -0.057 -0.145 -0.178 -12.082

7:1.2DL +1.6LL +1.6H + 0.5RL-75.188 13.956 0.375 -0.151 0.615 -13.765

8:1.2DL + 1.0E + 1.0L-94.905 10.935 0.433 -0.110 0.782 -11.243

9:0.9DL + 1.6H -65.592 7.559 0.363 -0.075 0.636 -7.416

10:0.9D + 1.0E 1.6H-153.778 7.707 0.818 -0.062 1.515 -8.264

248 7 1:DL 1.126 8.989 -0.041 -0.103 0.127 8.630

2:RL 1.341 7.398 -0.043 -0.093 0.140 7.396

3:BACKFILL 40.361 -0.332 0.250 0.011 -0.469 -0.219

4:SEISMIC @ BACKFILL 88.186 0.148 0.454 0.013 -0.879 0.849

5:LL 5.368 0.001 0.029 0.001 -0.055 0.039

6:1.4DL 1.577 12.585 -0.057 -0.145 0.178 12.082

7:1.2DL +1.6LL +1.6H + 0.5RL 75.188 13.956 0.375 -0.151 -0.615 13.765

8:1.2DL + 1.0E + 1.0L 94.905 10.935 0.433 -0.110 -0.782 11.243

9:0.9DL + 1.6H 65.592 7.559 0.363 -0.075 -0.636 7.416

10:0.9D + 1.0E 1.6H 153.778 7.707 0.818 -0.062 -1.515 8.264

8 1:DL -1.126 7.372 0.041 0.103 0.066 -4.830

2:RL -1.341 5.821 0.043 0.093 0.064 -3.690

3:BACKFILL -40.361 0.332 -0.250 -0.011 -0.707 -1.340

4:SEISMIC @ BACKFILL-88.186 -0.148 -0.454 -0.013 -1.255 -0.155

5:LL -5.368 -0.001 -0.029 -0.001 -0.079 -0.036

6:1.4DL -1.577 10.321 0.057 0.145 0.092 -6.761

7:1.2DL +1.6LL +1.6H + 0.5RL-75.188 12.287 -0.375 0.151 -1.147 -9.843

8:1.2DL + 1.0E + 1.0L-94.905 8.698 -0.433 0.110 -1.255 -5.987

9:0.9DL + 1.6H -65.592 7.166 -0.363 0.075 -1.072 -6.491

10:0.9D + 1.0E 1.6H-153.778 7.018 -0.818 0.062 -2.328 -6.646



Job Title

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File Date/Time

7

17-Sep-13



Beam Combined Axial and Bending Stresses Summary

Max Comp Max Tens

Beam L/C Length

(m)

Stress

(N/mm2)

d

(m)

Corner Stress

(N/mm2)

d

(m)

Corner

1 1:DL 4.700 1.098 4.700 3 -1.132 4.700 1

2:RL 4.700 1.058 4.700 3 -1.124 4.700 1

3:BACKFILL 4.700 0.336 0.000 2 -0.207 0.000 1

4:SEISMIC @ BACKFILL 4.700 0.632 0.000 2 -0.125 0.000 1

5:LL 4.700 0.039 0.000 2 -0.011 0.000 1

6:1.4DL 4.700 1.537 4.700 3 -1.584 4.700 1

7:1.2DL +1.6LL +1.6H + 0.5RL 4.700 2.211 0.000 3 -2.034 0.000 1

8:1.2DL + 1.0E + 1.0L 4.700 1.860 4.700 4 -1.365 4.700 2

9:0.9DL + 1.6H 4.700 1.412 0.000 3 -1.238 0.000 1

10:0.9D + 1.0E 1.6H 4.700 2.044 0.000 3 -1.362 0.000 1

2 1:DL 4.700 1.044 4.700 3 -1.077 4.700 1

2:RL 4.700 0.881 4.700 3 -0.944 4.700 1

3:BACKFILL 4.700 0.575 0.000 2 -0.173 0.000 1

4:SEISMIC @ BACKFILL 4.700 0.951 0.000 1

5:LL 4.700 0.061 0.000 1

6:1.4DL 4.700 1.462 4.700 3 -1.508 4.700 1

7:1.2DL +1.6LL +1.6H + 0.5RL 4.700 2.376 0.000 3 -1.701 0.000 1

8:1.2DL + 1.0E + 1.0L 4.700 2.161 4.700 4 -1.056 4.700 2

9:0.9DL + 1.6H 4.700 1.695 0.000 3 -1.081 0.000 1

10:0.9D + 1.0E 1.6H 4.700 2.647 0.000 2 -0.951 0.000 1

3 1:DL 8.200 3.807 0.000 3 -3.775 0.000 1

2:RL 8.200 5.650 0.000 3 -5.609 0.000 1

3:BACKFILL 8.200 0.147 0.000 1


5:LL 8.200 0.022 0.000 1

6:1.4DL 8.200 5.330 0.000 3 -5.285 0.000 1

7:1.2DL +1.6LL +1.6H + 0.5RL 8.200 7.599 0.000 3 -7.115 0.000 1

8:1.2DL + 1.0E + 1.0L 8.200 4.861 0.000 3 -4.211 0.000 1

9:0.9DL + 1.6H 8.200 3.606 0.000 3 -3.207 0.000 1

10:0.9D + 1.0E 1.6H 8.200 3.882 0.000 3 -2.906 0.000 1

4 1:DL 8.200 2.426 0.000 3 -2.363 0.000 1

2:RL 8.200 2.208 0.000 3 -2.132 0.000 1

3:BACKFILL 8.200 0.326 0.000 1


5:LL 8.200 0.045 0.000 1

6:1.4DL 8.200 3.396 0.000 3 -3.308 0.000 1

7:1.2DL +1.6LL +1.6H + 0.5RL 8.200 4.459 0.000 3 -3.311 0.000 1

8:1.2DL + 1.0E + 1.0L 8.200 3.535 0.000 3 -2.072 0.000 1

9:0.9DL + 1.6H 8.200 2.586 0.000 3 -1.621 0.000 1

10:0.9D + 1.0E 1.6H 8.200 3.197 0.000 3 -0.924 0.000 1

5 1:DL 4.700 1.098 0.000 3 -1.132 0.000 1

2:RL 4.700 1.058 0.000 3 -1.124 0.000 1

3:BACKFILL 4.700 0.336 4.700 3 -0.207 4.700 1

4:SEISMIC @ BACKFILL 4.700 0.632 4.700 3 -0.125 4.700 1

5:LL 4.700 0.039 4.700 3 -0.011 4.700 1

6:1.4DL 4.700 1.537 0.000 3 -1.584 0.000 1

7:1.2DL +1.6LL +1.6H + 0.5RL 4.700 2.211 4.700 3 -2.034 4.700 1

8:1.2DL + 1.0E + 1.0L 4.700 1.860 0.000 3 -1.365 0.000 1



Job Title

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By Date Chd

File Date/Time

8

17-Sep-13



Beam Combined Axial and Bending Stresses Summary Cont...

Max Comp Max Tens

Beam L/C Length

(m)

Stress

(N/mm2)

d

(m)

Corner Stress

(N/mm2)

d

(m)

Corner

9:0.9DL + 1.6H 4.700 1.412 4.700 3 -1.238 4.700 1

10:0.9D + 1.0E 1.6H 4.700 2.044 4.700 3 -1.362 4.700 1

6 1:DL 4.700 1.044 0.000 3 -1.077 0.000 1

2:RL 4.700 0.881 0.000 3 -0.944 0.000 1

3:BACKFILL 4.700 0.575 4.700 3 -0.173 4.700 1


5:LL 4.700 0.061 4.700 3

6:1.4DL 4.700 1.462 0.000 3 -1.508 0.000 1

7:1.2DL +1.6LL +1.6H + 0.5RL 4.700 2.376 4.700 3 -1.701 4.700 1

8:1.2DL + 1.0E + 1.0L 4.700 2.161 0.000 3 -1.056 0.000 1

9:0.9DL + 1.6H 4.700 1.695 4.700 3 -1.081 4.700 1

10:0.9D + 1.0E 1.6H 4.700 2.647 4.700 3 -0.951 4.700 1

247 1:DL 4.700 1.336 4.700 3 -1.314 4.700 1

2:RL 4.700 1.156 4.700 3 -1.130 4.700 1

3:BACKFILL 4.700 0.774 0.000 1


5:LL 4.700 0.078 0.000 1

6:1.4DL 4.700 1.871 4.700 3 -1.839 4.700 1

7:1.2DL +1.6LL +1.6H + 0.5RL 4.700 2.964 4.700 3 -1.461 4.700 1

8:1.2DL + 1.0E + 1.0L 4.700 2.823 4.700 3 -0.925 4.700 1

9:0.9DL + 1.6H 4.700 1.921 4.700 4 -0.609 4.700 2

10:0.9D + 1.0E 1.6H 4.700 3.141 4.700 4 -0.065 4.700 2

248 1:DL 4.700 1.336 0.000 3 -1.314 0.000 1

2:RL 4.700 1.156 0.000 3 -1.130 0.000 1

3:BACKFILL 4.700 0.774 4.700 3


5:LL 4.700 0.078 4.700 3

6:1.4DL 4.700 1.871 0.000 3 -1.839 0.000 1

7:1.2DL +1.6LL +1.6H + 0.5RL 4.700 2.964 0.000 3 -1.461 0.000 1

8:1.2DL + 1.0E + 1.0L 4.700 2.823 0.000 3 -0.925 0.000 1

9:0.9DL + 1.6H 4.700 1.921 0.000 3 -0.609 0.000 1

10:0.9D + 1.0E 1.6H 4.700 3.141 0.000 1 -0.065 0.000 2



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

9

17-Sep-13



Plate Centre Stress Summary

Shear Membrane Bending

Plate L/C Qx

(N/mm2)

Qy

(N/mm2)

Sx

(N/mm2)

Sy

(N/mm2)

Sxy

(N/mm2)

Mx

(kNm/m)

My

(kNm/m)

Mxy

(kNm/m)

Max Qx 15 10:0.9D + 1.0E 1.6H 0.475 0.022 -0.007 -0.005 0.038 -225.340 -28.747 5.701

Min Qx 135 10:0.9D + 1.0E 1.6H -0.475 -0.022 -0.007 -0.005 0.038 225.340 28.747 -5.701

Max Qy 166 10:0.9D + 1.0E 1.6H 0.015 0.831 -0.007 -0.074 -0.001 40.990 298.788 -27.313

Min Qy 46 10:0.9D + 1.0E 1.6H -0.015 -0.831 -0.007 -0.074 -0.001 -40.990 -298.788 27.313

Max Sx 47 7:1.2DL +1.6LL +1.6H + 0.5RL 0.102 0.005 0.157 0.027 0.055 -35.665 -7.565 8.991

Min Sx 61 6:1.4DL -0.001 -0.001 -0.033 -0.023 0.045 1.765 0.430 -0.673

Max Sy 47 7:1.2DL +1.6LL +1.6H + 0.5RL 0.102 0.005 0.157 0.027 0.055 -35.665 -7.565 8.991

Min Sy 86 6:1.4DL 0.000 0.009 -0.013 -0.139 -0.000 0.562 4.672 -0.460

Max Sxy 51 6:1.4DL -0.015 0.008 0.015 -0.004 0.080 1.627 -1.700 2.430

Min Sxy 168 7:1.2DL +1.6LL +1.6H + 0.5RL 0.111 0.071 0.008 -0.122 -0.041 -3.165 -74.782 -39.125

Max Mx 133 10:0.9D + 1.0E 1.6H -0.451 0.001 0.000 -0.003 0.040 227.062 30.111 5.085

Min Mx 13 10:0.9D + 1.0E 1.6H 0.451 -0.001 0.000 -0.003 0.040 -227.062 -30.111 -5.085

Max My 166 10:0.9D + 1.0E 1.6H 0.015 0.831 -0.007 -0.074 -0.001 40.990 298.788 -27.313

Min My 46 10:0.9D + 1.0E 1.6H -0.015 -0.831 -0.007 -0.074 -0.001 -40.990 -298.788 27.313

Max Mxy 41 10:0.9D + 1.0E 1.6H 0.001 -0.211 -0.001 -0.055 0.008 3.750 21.594 72.596

Min Mxy 161 10:0.9D + 1.0E 1.6H -0.001 0.211 -0.001 -0.055 0.008 -3.750 -21.594 -72.596

Documents

Tailrace Design (Platform)