DESIGN OF AQUADUCT PORTAL BY STAAD MODEL
Axial Bend-Y Bend-Z Combined Shear-Y
Beam L/C Section N/mm2 N/mm2 N/mm2 N/mm2 N/mm2
1 1 0 -1.918 0 -30.041 -31.959 4.084
0.083 -1.918 0 -12.361 -14.279 3.404
0.167 -1.918 0 2.104 -4.021 2.723
0.25 -1.918 0 13.354 -15.272 2.042
0.333 -1.918 0 21.39 -23.308 1.361
0.417 -1.918 0 26.212 -28.13 0.681
0.5 -1.918 0 27.819 -29.737 0
0.583 -1.918 0 26.212 -28.13 -0.681
0.667 -1.918 0 21.39 -23.308 -1.361
0.75 -1.918 0 13.354 -15.272 -2.042
0.833 -1.918 0 2.104 -4.021 -2.723
0.917 -1.918 0 -12.361 -14.279 -3.404
1 -1.918 0 -30.041 -31.959 -4.084
2 1 0 0.359 0 -30.041 30.399 2.256
0.083 0.351 0 -22.249 22.6 1.874
0.167 0.343 0 -15.837 16.18 1.526
0.25 0.335 0 -10.679 11.014 1.21
0.333 0.327 0 -6.65 6.977 0.928
0.417 0.319 0 -3.624 3.943 0.679
0.5 0.311 0 -1.475 1.787 0.463
0.583 0.304 0 -0.08 0.383 0.281
0.667 0.296 0 0.689 0.984 0.131
0.75 0.288 0 0.955 1.243 0.015
0.833 0.28 0 0.846 1.126 -0.068
0.917 0.272 0 0.486 0.758 -0.117
1 0.264 0 0 0.264 -0.134
3 1 0 -0.256 0 0 -0.256 0.7
0.083 -0.256 0 6.813 -7.07 0.583
0.167 -0.256 0 12.388 -12.644 0.466
0.25 -0.256 0 16.724 -16.98 0.35
0.333 -0.256 0 19.821 -20.077 0.233
0.417 -0.256 0 21.679 -21.935 0.117
0.5 -0.256 0 22.298 -22.555 0
0.583 -0.256 0 21.679 -21.935 -0.117
0.667 -0.256 0 19.821 -20.077 -0.233
0.75 -0.256 0 16.724 -16.98 -0.35
0.833 -0.256 0 12.388 -12.644 -0.466
0.917 -0.256 0 6.813 -7.07 -0.583
1 -0.256 0 0 -0.256 -0.7
4 1 0 0.264 0 0 0.264 0.134
0.083 0.272 0 0.486 0.758 0.117
0.167 0.28 0 0.846 1.126 0.068
0.25 0.288 0 0.955 1.243 -0.015
0.333 0.296 0 0.689 0.984 -0.131
0.417 0.304 0 -0.08 0.383 -0.281
0.5 0.311 0 -1.475 1.787 -0.463
0.583 0.319 0 -3.624 3.943 -0.679
0.667 0.327 0 -6.65 6.977 -0.928
0.75 0.335 0 -10.679 11.014 -1.21
0.833 0.343 0 -15.837 16.18 -1.526
0.917 0.351 0 -22.249 22.6 -1.874
1 0.359 0 -30.041 30.399 -2.256
Beam L/C Dist m Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNm
1 1 LOAD CASE0 1 -302.048 546.777 0 0 0 354.858
1.25 -302.048 273.389 0 0 0 -157.746
2.5 -302.048 0 0 0 0 -328.614
3.75 -302.048 -273.389 0 0 0 -157.746
5 -302.048 -546.777 0 0 0 354.858
2 1 LOAD CASE0 1 56.467 302.048 0 0 0 354.858
1 52.756 162.048 0 0 0 126.144
2 49.045 62.048 0 0 0 17.429
3 45.334 2.048 0 0 0 -11.285
4 41.623 -17.952 0 0 0 0
3 1 LOAD CASE0 1 -17.952 41.623 0 0 0 0
1.25 -17.952 20.812 0 0 0 -39.022
2.5 -17.952 0 0 0 0 -52.029
3.75 -17.952 -20.812 0 0 0 -39.022
5 -17.952 -41.623 0 0 0 0
4 1 LOAD CASE0 1 41.623 17.952 0 0 0 0
1 45.334 -2.048 0 0 0 -11.285
2 49.045 -62.048 0 0 0 17.429
3 52.756 -162.048 0 0 0 126.144
4 56.467 -302.048 0 0 0 354.858
