34
L= 4.5 B= A6 Horizonta Vertical Horizonta Moment Node L/C Fx kN Fy kN Fz kN Mx kNm Max Fx 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 Min Fx 4 37 1.0*(DL+EQ+X) -18.248 540.451 4.489 1.343 Max Fy 4 41 DL+0.8LL+0.8EQ+X -16.453 553.57 4.375 1.163 Min Fy 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 Max Fz 4 40 1.0*(DL+EQ-Z) -9.941 521.634 8.498 7.41 Min Fz 4 39 1.0*(DL+EQ+Z) -8.665 465.053 0.213 -5.134 Max Mx 4 40 1.0*(DL+EQ-Z) -9.941 521.634 8.498 7.41 Min Mx 4 39 1.0*(DL+EQ+Z) -8.665 465.053 0.213 -5.134 Max My 4 41 DL+0.8LL+0.8EQ+X -16.453 553.57 4.375 1.163 Min My 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 Max Mz 4 37 1.0*(DL+EQ+X) -18.248 540.451 4.489 1.343 Min Mz 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 D5 Horizonta Vertical Horizonta Moment Node L/C Fx kN Fy kN Fz kN Mx kNm Max Fx 12 38 1.0*(DL+EQ-X) 8.912 502.193 9.023 5.588 Min Fx 12 37 1.0*(DL+EQ+X) -3.31 494.149 9.301 6.078 Max Fy 12 44 DL+0.8LL+0.8EQ-Z 2.585 615.478 16.539 20.952 Min Fy 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 Max Fz 12 40 1.0*(DL+EQ-Z) 2.698 537.256 18.093 24.393 Min Fz 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 Max Mx 12 40 1.0*(DL+EQ-Z) 2.698 537.256 18.093 24.393 Min Mx 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 Max My 12 40 1.0*(DL+EQ-Z) 2.698 537.256 18.093 24.393 Min My 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 Max Mz 12 37 1.0*(DL+EQ+X) -3.31 494.149 9.301 6.078 Min Mz 12 38 1.0*(DL+EQ-X) 8.912 502.193 9.023 5.588 D6 Horizonta Vertical Horizonta Moment Node L/C Fx kN Fy kN Fz kN Mx kNm Max Fx 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425 Min Fx 13 37 1.0*(DL+EQ+X) -8.892 607.472 2.014 -4.031 Max Fy 13 41 DL+0.8LL+0.8EQ+X -7.966 640.87 1.904 -4.483 Min Fy 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425 Max Fz 13 40 1.0*(DL+EQ-Z) -4.601 586.968 12.677 15.763 Min Fz 13 39 1.0*(DL+EQ+Z) -4.483 575.444 -9.412 -25.219 Max Mx 13 40 1.0*(DL+EQ-Z) -4.601 586.968 12.677 15.763 Min Mx 13 39 1.0*(DL+EQ+Z) -4.483 575.444 -9.412 -25.219 Max My 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425 Min My 13 37 1.0*(DL+EQ+X) -8.892 607.472 2.014 -4.031 Max Mz 13 37 1.0*(DL+EQ+X) -8.892 607.472 2.014 -4.031 Min Mz 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425

Support Reaction- For Footing

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Support Reaction- For Footing

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Page 1: Support Reaction- For Footing

L= 4.5 B= 5.25A6 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 0.325 -11.743Min Fx 4 37 1.0*(DL+EQ+X) -18.248 540.451 4.489 1.343 0.455 28.148Max Fy 4 41 DL+0.8LL+0.8EQ+X -16.453 553.57 4.375 1.163 0.462 24.348Min Fy 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 0.325 -11.743Max Fz 4 40 1.0*(DL+EQ-Z) -9.941 521.634 8.498 7.41 0.408 9.57Min Fz 4 39 1.0*(DL+EQ+Z) -8.665 465.053 0.213 -5.134 0.371 6.835Max Mx 4 40 1.0*(DL+EQ-Z) -9.941 521.634 8.498 7.41 0.408 9.57Min Mx 4 39 1.0*(DL+EQ+Z) -8.665 465.053 0.213 -5.134 0.371 6.835Max My 4 41 DL+0.8LL+0.8EQ+X -16.453 553.57 4.375 1.163 0.462 24.348Min My 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 0.325 -11.743Max Mz 4 37 1.0*(DL+EQ+X) -18.248 540.451 4.489 1.343 0.455 28.148Min Mz 4 38 1.0*(DL+EQ-X) -0.357 446.236 4.222 0.934 0.325 -11.743D5 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 12 38 1.0*(DL+EQ-X) 8.912 502.193 9.023 5.588 0.397 -9.874Min Fx 12 37 1.0*(DL+EQ+X) -3.31 494.149 9.301 6.078 0.176 6.219Max Fy 12 44 DL+0.8LL+0.8EQ-Z 2.585 615.478 16.539 20.952 0.414 -1.601Min Fy 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 0.145 -1.947Max Fz 12 40 1.0*(DL+EQ-Z) 2.698 537.256 18.093 24.393 0.428 -1.708Min Fz 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 0.145 -1.947Max Mx 12 40 1.0*(DL+EQ-Z) 2.698 537.256 18.093 24.393 0.428 -1.708Min Mx 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 0.145 -1.947Max My 12 40 1.0*(DL+EQ-Z) 2.698 537.256 18.093 24.393 0.428 -1.708Min My 12 39 1.0*(DL+EQ+Z) 2.904 459.087 0.231 -12.728 0.145 -1.947Max Mz 12 37 1.0*(DL+EQ+X) -3.31 494.149 9.301 6.078 0.176 6.219Min Mz 12 38 1.0*(DL+EQ-X) 8.912 502.193 9.023 5.588 0.397 -9.874D6 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425 0.373 -3.967Min Fx 13 37 1.0*(DL+EQ+X) -8.892 607.472 2.014 -4.031 0.017 9.822Max Fy 13 41 DL+0.8LL+0.8EQ+X -7.966 640.87 1.904 -4.483 0.065 8.457Min Fy 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425 0.373 -3.967Max Fz 13 40 1.0*(DL+EQ-Z) -4.601 586.968 12.677 15.763 0.238 3.018Min Fz 13 39 1.0*(DL+EQ+Z) -4.483 575.444 -9.412 -25.219 0.151 2.836Max Mx 13 40 1.0*(DL+EQ-Z) -4.601 586.968 12.677 15.763 0.238 3.018Min Mx 13 39 1.0*(DL+EQ+Z) -4.483 575.444 -9.412 -25.219 0.151 2.836Max My 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425 0.373 -3.967Min My 13 37 1.0*(DL+EQ+X) -8.892 607.472 2.014 -4.031 0.017 9.822Max Mz 13 37 1.0*(DL+EQ+X) -8.892 607.472 2.014 -4.031 0.017 9.822Min Mz 13 38 1.0*(DL+EQ-X) -0.192 554.94 1.251 -5.425 0.373 -3.967

Page 2: Support Reaction- For Footing

LENGTH,L= 1.3716 WIDTH, B= 1.6002 AREA, A= 2.195 0.585

PRESSURE Maximum Minimum181.50 228.31 178.31 225.12 304.63 178.31304.63 192.43 300.04 187.84302.73 205.67 298.76 201.70181.50 228.31 178.31 225.12269.40 231.25 244.08 205.93216.74 189.49 234.28 207.03269.40 231.25 244.08 205.93216.74 189.49 234.28 207.03302.73 205.67 298.76 201.70181.50 228.31 178.31 225.12304.63 192.43 300.04 187.84181.50 228.31 178.31 225.12

PRESSURE Maximum Minimum218.67 258.03 199.58 238.94 319.41 183.54247.92 223.13 227.15 202.36313.02 319.41 241.44 247.82183.54 191.30 227.03 234.79283.05 289.86 199.71 206.51183.54 191.30 227.03 234.79283.05 289.86 199.71 206.51183.54 191.30 227.03 234.79283.05 289.86 199.71 206.51183.54 191.30 227.03 234.79247.92 223.13 227.15 202.36218.67 258.03 199.58 238.94

PRESSURE Maximum Minimum235.66 251.48 254.20 270.01 316.50 213.45289.46 250.31 303.24 264.08301.19 267.48 316.50 282.79235.66 251.48 254.20 270.01300.38 288.35 246.52 234.49224.75 213.45 310.92 299.61300.38 288.35 246.52 234.49224.75 213.45 310.92 299.61235.66 251.48 254.20 270.01289.46 250.31 303.24 264.08289.46 250.31 303.24 264.08235.66 251.48 254.20 270.01

SECTIONAL MODULUS,Zx

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 3: Support Reaction- For Footing

0.50SECTIONAL

MODULUS,Zy

Page 4: Support Reaction- For Footing

L= 5 B= 5.75A1 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 1 38 1.0*(DL+EQ-X) 16.383 716.507 3.927 1.204 0.119 -22.278Min Fx 1 37 1.0*(DL+EQ+X) 0.363 620.544 3.541 0.627 0.287 16.328Max Fy 1 44 DL+0.8LL+0.8EQ-Z 7.596 793.949 9.111 9.173 0.296 -1.641Min Fy 1 39 1.0*(DL+EQ+Z) 8.973 608.603 -3.148 -9.588 0.098 -4.348Max Fz 1 40 1.0*(DL+EQ-Z) 7.773 728.448 10.616 11.418 0.308 -1.602Min Fz 1 39 1.0*(DL+EQ+Z) 8.973 608.603 -3.148 -9.588 0.098 -4.348Max Mx 1 40 1.0*(DL+EQ-Z) 7.773 728.448 10.616 11.418 0.308 -1.602Min Mx 1 39 1.0*(DL+EQ+Z) 8.973 608.603 -3.148 -9.588 0.098 -4.348Max My 1 40 1.0*(DL+EQ-Z) 7.773 728.448 10.616 11.418 0.308 -1.602Min My 1 39 1.0*(DL+EQ+Z) 8.973 608.603 -3.148 -9.588 0.098 -4.348Max Mz 1 37 1.0*(DL+EQ+X) 0.363 620.544 3.541 0.627 0.287 16.328Min Mz 1 38 1.0*(DL+EQ-X) 16.383 716.507 3.927 1.204 0.119 -22.278A5 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 3 38 1.0*(DL+EQ-X) 6.689 675.389 4.847 2.783 -0.004 -16.119Min Fx 3 37 1.0*(DL+EQ+X) -14.914 656.275 4.949 2.932 0.091 26.12Max Fy 3 36 1.0*(DL+LL) -4.261 730.583 5.16 3.057 0.061 5.299Min Fy 3 37 1.0*(DL+EQ+X) -14.914 656.275 4.949 2.932 0.091 26.12Max Fz 3 40 1.0*(DL+EQ-Z) -4.89 670.116 8.547 8.56 0.19 6.463Min Fz 3 39 1.0*(DL+EQ+Z) -3.335 661.548 1.249 -2.845 -0.102 3.537Max Mx 3 40 1.0*(DL+EQ-Z) -4.89 670.116 8.547 8.56 0.19 6.463Min Mx 3 39 1.0*(DL+EQ+Z) -3.335 661.548 1.249 -2.845 -0.102 3.537Max My 3 40 1.0*(DL+EQ-Z) -4.89 670.116 8.547 8.56 0.19 6.463Min My 3 39 1.0*(DL+EQ+Z) -3.335 661.548 1.249 -2.845 -0.102 3.537Max Mz 3 37 1.0*(DL+EQ+X) -14.914 656.275 4.949 2.932 0.091 26.12Min Mz 3 38 1.0*(DL+EQ-X) 6.689 675.389 4.847 2.783 -0.004 -16.119B5 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 7 38 1.0*(DL+EQ-X) 7.914 768.583 -0.297 -0.398 -0.049 -16.362Min Fx 7 37 1.0*(DL+EQ+X) -20.87 751.882 -0.14 -0.212 -0.106 25.659Max Fy 7 36 1.0*(DL+LL) -6.087 904.025 -0.008 -0.135 -0.072 4.419Min Fy 7 39 1.0*(DL+EQ+Z) -5.789 743.618 -6.08 -7.477 -0.191 3.668Max Fz 7 40 1.0*(DL+EQ-Z) -7.168 776.846 5.643 6.867 0.036 5.629Min Fz 7 39 1.0*(DL+EQ+Z) -5.789 743.618 -6.08 -7.477 -0.191 3.668Max Mx 7 40 1.0*(DL+EQ-Z) -7.168 776.846 5.643 6.867 0.036 5.629Min Mx 7 39 1.0*(DL+EQ+Z) -5.789 743.618 -6.08 -7.477 -0.191 3.668Max My 7 40 1.0*(DL+EQ-Z) -7.168 776.846 5.643 6.867 0.036 5.629Min My 7 39 1.0*(DL+EQ+Z) -5.789 743.618 -6.08 -7.477 -0.191 3.668Max Mz 7 37 1.0*(DL+EQ+X) -20.87 751.882 -0.14 -0.212 -0.106 25.659Min Mz 7 38 1.0*(DL+EQ-X) 7.914 768.583 -0.297 -0.398 -0.049 -16.362

Page 5: Support Reaction- For Footing

B6 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 8 38 1.0*(DL+EQ-X) -0.337 639.899 -2.38 -8.287 0.303 -2.808Min Fx 8 37 1.0*(DL+EQ+X) -9.376 714.853 -1.638 -6.919 0.182 9.435Max Fy 8 41 DL+0.8LL+0.8EQ+X -8.464 749.352 -1.674 -7.348 0.203 8.216Min Fy 8 38 1.0*(DL+EQ-X) -0.337 639.899 -2.38 -8.287 0.303 -2.808Max Fz 8 40 1.0*(DL+EQ-Z) -5.077 687.247 9.085 12.921 0.216 3.603Min Fz 8 39 1.0*(DL+EQ+Z) -4.635 667.505 -13.104 -28.126 0.268 3.024Max Mx 8 40 1.0*(DL+EQ-Z) -5.077 687.247 9.085 12.921 0.216 3.603Min Mx 8 39 1.0*(DL+EQ+Z) -4.635 667.505 -13.104 -28.126 0.268 3.024Max My 8 38 1.0*(DL+EQ-X) -0.337 639.899 -2.38 -8.287 0.303 -2.808Min My 8 37 1.0*(DL+EQ+X) -9.376 714.853 -1.638 -6.919 0.182 9.435Max Mz 8 37 1.0*(DL+EQ+X) -9.376 714.853 -1.638 -6.919 0.182 9.435Min Mz 8 38 1.0*(DL+EQ-X) -0.337 639.899 -2.38 -8.287 0.303 -2.808D1 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 9 38 1.0*(DL+EQ-X) 0.91 722.568 -4.78 -7.976 0.52 -2.2Min Fx 9 37 1.0*(DL+EQ+X) -2.12 692.593 -5.854 -9.894 0.027 7.398Max Fy 9 43 DL+0.8LL+0.8EQ+Z -0.644 779.784 -19.975 -36.623 0.236 2.626Min Fy 9 40 1.0*(DL+EQ-Z) -0.574 689.337 12.689 25.157 0.315 2.57Max Fz 9 40 1.0*(DL+EQ-Z) -0.574 689.337 12.689 25.157 0.315 2.57Min Fz 9 39 1.0*(DL+EQ+Z) -0.636 725.823 -23.324 -43.027 0.231 2.628Max Mx 9 40 1.0*(DL+EQ-Z) -0.574 689.337 12.689 25.157 0.315 2.57Min Mx 9 39 1.0*(DL+EQ+Z) -0.636 725.823 -23.324 -43.027 0.231 2.628Max My 9 38 1.0*(DL+EQ-X) 0.91 722.568 -4.78 -7.976 0.52 -2.2Min My 9 37 1.0*(DL+EQ+X) -2.12 692.593 -5.854 -9.894 0.027 7.398Max Mz 9 37 1.0*(DL+EQ+X) -2.12 692.593 -5.854 -9.894 0.027 7.398Min Mz 9 38 1.0*(DL+EQ-X) 0.91 722.568 -4.78 -7.976 0.52 -2.2D2 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 10 38 1.0*(DL+EQ-X) 10.975 774.813 1.315 -0.221 -0.08 -22.108Min Fx 10 37 1.0*(DL+EQ+X) -10.287 640.045 0.939 -0.549 -0.381 22.1Max Fy 10 42 DL+0.8LL+0.8EQ-X 8.688 844.264 1.178 -0.35 -0.116 -17.449Min Fy 10 37 1.0*(DL+EQ+X) -10.287 640.045 0.939 -0.549 -0.381 22.1Max Fz 10 40 1.0*(DL+EQ-Z) 0.444 718.403 8.956 9.754 -0.153 0.108Min Fz 10 39 1.0*(DL+EQ+Z) 0.244 696.454 -6.702 -10.524 -0.308 -0.116Max Mx 10 40 1.0*(DL+EQ-Z) 0.444 718.403 8.956 9.754 -0.153 0.108Min Mx 10 39 1.0*(DL+EQ+Z) 0.244 696.454 -6.702 -10.524 -0.308 -0.116Max My 10 38 1.0*(DL+EQ-X) 10.975 774.813 1.315 -0.221 -0.08 -22.108Min My 10 37 1.0*(DL+EQ+X) -10.287 640.045 0.939 -0.549 -0.381 22.1Max Mz 10 37 1.0*(DL+EQ+X) -10.287 640.045 0.939 -0.549 -0.381 22.1Min Mz 10 38 1.0*(DL+EQ-X) 10.975 774.813 1.315 -0.221 -0.08 -22.108D4 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNm

Page 6: Support Reaction- For Footing

Max Fx 11 38 1.0*(DL+EQ-X) 6.385 500.957 14.962 10.137 -0.421 -8.191Min Fx 11 37 1.0*(DL+EQ+X) -8.413 621.492 15.423 10.671 -0.488 9.593Max Fy 11 44 DL+0.8LL+0.8EQ-Z -1.125 698.475 24.024 30.632 -0.286 0.85Min Fy 11 39 1.0*(DL+EQ+Z) -1.053 486.411 4.495 -14.587 -0.673 0.678Max Fz 11 40 1.0*(DL+EQ-Z) -0.974 636.038 25.889 35.395 -0.236 0.723Min Fz 11 39 1.0*(DL+EQ+Z) -1.053 486.411 4.495 -14.587 -0.673 0.678Max Mx 11 40 1.0*(DL+EQ-Z) -0.974 636.038 25.889 35.395 -0.236 0.723Min Mx 11 39 1.0*(DL+EQ+Z) -1.053 486.411 4.495 -14.587 -0.673 0.678Max My 11 40 1.0*(DL+EQ-Z) -0.974 636.038 25.889 35.395 -0.236 0.723Min My 11 39 1.0*(DL+EQ+Z) -1.053 486.411 4.495 -14.587 -0.673 0.678Max Mz 11 37 1.0*(DL+EQ+X) -8.413 621.492 15.423 10.671 -0.488 9.593Min Mz 11 38 1.0*(DL+EQ-X) 6.385 500.957 14.962 10.137 -0.421 -8.191E1 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 14 38 1.0*(DL+EQ-X) 18.866 790.927 -4.247 -4.068 0.153 -29.977Min Fx 14 37 1.0*(DL+EQ+X) -1.607 683.576 -4.871 -4.805 0.032 16.683Max Fy 14 42 DL+0.8LL+0.8EQ-X 16.826 808.971 -4.475 -4.319 0.159 -25.479Min Fy 14 37 1.0*(DL+EQ+X) -1.607 683.576 -4.871 -4.805 0.032 16.683Max Fz 14 40 1.0*(DL+EQ-Z) 9.146 746.458 6.538 8.792 0.28 -7.964Min Fz 14 39 1.0*(DL+EQ+Z) 8.113 728.045 -15.657 -17.665 -0.094 -5.33Max Mx 14 40 1.0*(DL+EQ-Z) 9.146 746.458 6.538 8.792 0.28 -7.964Min Mx 14 39 1.0*(DL+EQ+Z) 8.113 728.045 -15.657 -17.665 -0.094 -5.33Max My 14 40 1.0*(DL+EQ-Z) 9.146 746.458 6.538 8.792 0.28 -7.964Min My 14 39 1.0*(DL+EQ+Z) 8.113 728.045 -15.657 -17.665 -0.094 -5.33Max Mz 14 37 1.0*(DL+EQ+X) -1.607 683.576 -4.871 -4.805 0.032 16.683Min Mz 14 38 1.0*(DL+EQ-X) 18.866 790.927 -4.247 -4.068 0.153 -29.977G1 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 19 38 1.0*(DL+EQ-X) 17.953 680.689 -3.53 -3.59 0.132 -31.21Min Fx 19 37 1.0*(DL+EQ+X) -2.799 564.135 -4.004 -4.228 0.02 16.461Max Fy 19 38 1.0*(DL+EQ-X) 17.953 680.689 -3.53 -3.59 0.132 -31.21Min Fy 19 37 1.0*(DL+EQ+X) -2.799 564.135 -4.004 -4.228 0.02 16.461Max Fz 19 40 1.0*(DL+EQ-Z) 8.962 566.317 4.151 7.232 0.293 -10.471Min Fz 19 39 1.0*(DL+EQ+Z) 6.192 678.507 -11.685 -15.051 -0.142 -4.279Max Mx 19 40 1.0*(DL+EQ-Z) 8.962 566.317 4.151 7.232 0.293 -10.471Min Mx 19 39 1.0*(DL+EQ+Z) 6.192 678.507 -11.685 -15.051 -0.142 -4.279Max My 19 40 1.0*(DL+EQ-Z) 8.962 566.317 4.151 7.232 0.293 -10.471Min My 19 39 1.0*(DL+EQ+Z) 6.192 678.507 -11.685 -15.051 -0.142 -4.279Max Mz 19 37 1.0*(DL+EQ+X) -2.799 564.135 -4.004 -4.228 0.02 16.461Min Mz 19 38 1.0*(DL+EQ-X) 17.953 680.689 -3.53 -3.59 0.132 -31.21G2 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 20 38 1.0*(DL+EQ-X) 5.799 671.445 -5.486 -4.563 0.169 -23.653Min Fx 20 37 1.0*(DL+EQ+X) -15.031 766.62 -5.41 -4.584 0.067 24.076Max Fy 20 39 1.0*(DL+EQ+Z) -6.01 799.1 -11.815 -13.76 -0.106 3.312

Page 7: Support Reaction- For Footing

Min Fy 20 40 1.0*(DL+EQ-Z) -3.222 638.965 0.919 4.613 0.343 -2.889Max Fz 20 40 1.0*(DL+EQ-Z) -3.222 638.965 0.919 4.613 0.343 -2.889Min Fz 20 39 1.0*(DL+EQ+Z) -6.01 799.1 -11.815 -13.76 -0.106 3.312Max Mx 20 40 1.0*(DL+EQ-Z) -3.222 638.965 0.919 4.613 0.343 -2.889Min Mx 20 39 1.0*(DL+EQ+Z) -6.01 799.1 -11.815 -13.76 -0.106 3.312Max My 20 40 1.0*(DL+EQ-Z) -3.222 638.965 0.919 4.613 0.343 -2.889Min My 20 39 1.0*(DL+EQ+Z) -6.01 799.1 -11.815 -13.76 -0.106 3.312Max Mz 20 37 1.0*(DL+EQ+X) -15.031 766.62 -5.41 -4.584 0.067 24.076Min Mz 20 38 1.0*(DL+EQ-X) 5.799 671.445 -5.486 -4.563 0.169 -23.653

Page 8: Support Reaction- For Footing

LENGTH,L= 1.524 WIDTH, B= 1.7526 AREA, A= 2.671 0.780

PRESSURE Maximum Minimum236.96 302.64 233.88 299.55 311.43 207.46257.20 209.07 255.59 207.46306.59 311.43 283.08 287.91209.16 221.98 233.74 246.56285.00 289.72 255.73 260.46209.16 221.98 233.74 246.56285.00 289.72 255.73 260.46209.16 221.98 233.74 246.56285.00 289.72 255.73 260.46209.16 221.98 233.74 246.56257.20 209.07 255.59 207.46236.96 302.64 233.88 299.55

PRESSURE Maximum Minimum232.67 280.19 225.54 273.06 287.97 203.45287.97 210.96 280.45 203.45285.26 269.64 277.42 261.80287.97 210.96 280.45 203.45271.39 252.33 249.44 230.39249.25 238.82 256.54 246.11271.39 252.33 249.44 230.39249.25 238.82 256.54 246.11271.39 252.33 249.44 230.39249.25 238.82 256.54 246.11287.97 210.96 280.45 203.45232.67 280.19 225.54 273.06

PRESSURE Maximum Minimum263.13 311.36 264.15 312.38 345.15 243.41319.05 243.41 319.60 243.95344.80 331.78 345.15 332.12274.23 263.42 293.40 282.59307.95 291.35 290.34 273.75274.23 263.42 293.40 282.59307.95 291.35 290.34 273.75274.23 263.42 293.40 282.59307.95 291.35 290.34 273.75274.23 263.42 293.40 282.59319.05 243.41 319.60 243.95263.13 311.36 264.15 312.38

SECTIONAL MODULUS,Zx

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 9: Support Reaction- For Footing

PRESSURE Maximum Minimum224.82 233.09 246.06 254.34 302.08 209.40272.68 244.86 290.41 262.60283.25 259.03 302.08 277.86224.82 233.09 246.06 254.34279.18 268.55 246.05 235.43218.32 209.40 290.42 281.50279.18 268.55 246.05 235.43218.32 209.40 290.42 281.50224.82 233.09 246.06 254.34272.68 244.86 290.41 262.60272.68 244.86 290.41 262.60224.82 233.09 246.06 254.34

PRESSURE Maximum Minimum257.06 263.55 277.51 283.99 342.76 212.72257.53 235.72 282.89 261.08248.88 241.14 342.76 335.02294.12 286.54 229.63 222.05294.12 286.54 229.63 222.05220.47 212.72 330.77 323.02294.12 286.54 229.63 222.05220.47 212.72 330.77 323.02257.06 263.55 277.51 283.99257.53 235.72 282.89 261.08257.53 235.72 282.89 261.08257.06 263.55 277.51 283.99

PRESSURE Maximum Minimum257.22 322.39 257.78 322.96 342.26 206.35271.50 206.35 272.91 207.76289.92 341.36 290.82 342.26271.50 206.35 272.91 207.76281.63 281.31 256.62 256.31247.09 247.43 274.07 274.41281.63 281.31 256.62 256.31247.09 247.43 274.07 274.41257.22 322.39 257.78 322.96271.50 206.35 272.91 207.76271.50 206.35 272.91 207.76257.22 322.39 257.78 322.96

PRESSURE Maximum Minimum

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 10: Support Reaction- For Footing

188.48 212.62 162.49 186.64 302.02 162.41260.50 232.22 233.15 204.87302.02 299.52 223.50 220.99164.41 162.41 201.81 199.81284.56 282.43 193.83 191.70164.41 162.41 201.81 199.81284.56 282.43 193.83 191.70164.41 162.41 201.81 199.81284.56 282.43 193.83 191.70164.41 162.41 201.81 199.81260.50 232.22 233.15 204.87188.48 212.62 162.49 186.64

PRESSURE Maximum Minimum246.72 335.09 257.15 345.52 345.97 225.18274.36 225.18 286.68 237.50259.78 334.90 270.86 345.97274.36 225.18 286.68 237.50279.00 302.48 256.46 279.94242.08 257.79 287.36 303.08279.00 302.48 256.46 279.94242.08 257.79 287.36 303.08279.00 302.48 256.46 279.94242.08 257.79 287.36 303.08274.36 225.18 286.68 237.50246.72 335.09 257.15 345.52

PRESSURE Maximum Minimum204.24 296.25 213.45 305.45 305.45 181.53230.05 181.53 240.89 192.37204.24 296.25 213.45 305.45230.05 181.53 240.89 192.37205.86 236.73 187.32 218.19228.43 241.05 267.02 279.63205.86 236.73 187.32 218.19228.43 241.05 267.02 279.63205.86 236.73 187.32 218.19228.43 241.05 267.02 279.63230.05 181.53 240.89 192.37204.24 296.25 213.45 305.45

PRESSURE Maximum Minimum210.67 280.40 222.37 292.10 328.38 210.67316.63 245.66 328.38 257.41286.43 276.66 321.70 311.94

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 11: Support Reaction- For Footing

240.88 249.40 229.06 237.57240.88 249.40 229.06 237.57286.43 276.66 321.70 311.94240.88 249.40 229.06 237.57286.43 276.66 321.70 311.94240.88 249.40 229.06 237.57286.43 276.66 321.70 311.94316.63 245.66 328.38 257.41210.67 280.40 222.37 292.10

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0.68SECTIONAL

MODULUS,Zy

Page 13: Support Reaction- For Footing

L= 5.5 B= 6.25B1 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 5 38 1.0*(DL+EQ-X) 7.566 848.79 -2.812 -6.844 0.065 -7.968Min Fx 5 37 1.0*(DL+EQ+X) -1.402 737.644 -3.828 -8.717 -0.056 4.249Max Fy 5 42 DL+0.8LL+0.8EQ-X 6.714 924.318 -3.152 -7.423 0.048 -6.805Min Fy 5 37 1.0*(DL+EQ+X) -1.402 737.644 -3.828 -8.717 -0.056 4.249Max Fz 5 40 1.0*(DL+EQ-Z) 2.889 805.358 14.999 26.544 0.135 -1.589Min Fz 5 39 1.0*(DL+EQ+Z) 3.275 781.075 -21.639 -42.105 -0.126 -2.129Max Mx 5 40 1.0*(DL+EQ-Z) 2.889 805.358 14.999 26.544 0.135 -1.589Min Mx 5 39 1.0*(DL+EQ+Z) 3.275 781.075 -21.639 -42.105 -0.126 -2.129Max My 5 40 1.0*(DL+EQ-Z) 2.889 805.358 14.999 26.544 0.135 -1.589Min My 5 39 1.0*(DL+EQ+Z) 3.275 781.075 -21.639 -42.105 -0.126 -2.129Max Mz 5 37 1.0*(DL+EQ+X) -1.402 737.644 -3.828 -8.717 -0.056 4.249Min Mz 5 38 1.0*(DL+EQ-X) 7.566 848.79 -2.812 -6.844 0.065 -7.968E2 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 15 38 1.0*(DL+EQ-X) 10.936 824.167 -4.416 -3.899 -0.047 -25.311Min Fx 15 37 1.0*(DL+EQ+X) -19.952 782.956 -4.202 -3.833 -0.192 27.875Max Fy 15 42 DL+0.8LL+0.8EQ-X 8.113 871.888 -4.454 -3.969 -0.065 -20.303Min Fy 15 37 1.0*(DL+EQ+X) -19.952 782.956 -4.202 -3.833 -0.192 27.875Max Fz 15 40 1.0*(DL+EQ-Z) -3.75 812.529 4.169 6.701 0.037 -0.18Min Fz 15 39 1.0*(DL+EQ+Z) -5.266 794.594 -12.788 -14.433 -0.276 2.745Max Mx 15 40 1.0*(DL+EQ-Z) -3.75 812.529 4.169 6.701 0.037 -0.18Min Mx 15 39 1.0*(DL+EQ+Z) -5.266 794.594 -12.788 -14.433 -0.276 2.745Max My 15 40 1.0*(DL+EQ-Z) -3.75 812.529 4.169 6.701 0.037 -0.18Min My 15 39 1.0*(DL+EQ+Z) -5.266 794.594 -12.788 -14.433 -0.276 2.745Max Mz 15 37 1.0*(DL+EQ+X) -19.952 782.956 -4.202 -3.833 -0.192 27.875Min Mz 15 38 1.0*(DL+EQ-X) 10.936 824.167 -4.416 -3.899 -0.047 -25.311E6 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 18 38 1.0*(DL+EQ-X) 0.061 843.631 -13.944 -13.629 0.398 -5.044Min Fx 18 37 1.0*(DL+EQ+X) -10.419 902.807 -13.335 -12.33 0.272 10.746Max Fy 18 43 DL+0.8LL+0.8EQ+Z -5.307 960.047 -20.928 -28.627 0.3 3.119Min Fy 18 40 1.0*(DL+EQ-Z) -4.855 831.498 -4.94 6.011 0.42 2.374Max Fz 18 40 1.0*(DL+EQ-Z) -4.855 831.498 -4.94 6.011 0.42 2.374Min Fz 18 39 1.0*(DL+EQ+Z) -5.503 914.94 -22.34 -31.97 0.251 3.327Max Mx 18 40 1.0*(DL+EQ-Z) -4.855 831.498 -4.94 6.011 0.42 2.374Min Mx 18 39 1.0*(DL+EQ+Z) -5.503 914.94 -22.34 -31.97 0.251 3.327Max My 18 44 DL+0.8LL+0.8EQ-Z -4.788 893.293 -7.008 1.758 0.435 2.357Min My 18 39 1.0*(DL+EQ+Z) -5.503 914.94 -22.34 -31.97 0.251 3.327Max Mz 18 37 1.0*(DL+EQ+X) -10.419 902.807 -13.335 -12.33 0.272 10.746Min Mz 18 38 1.0*(DL+EQ-X) 0.061 843.631 -13.944 -13.629 0.398 -5.044

Page 14: Support Reaction- For Footing

LENGTH,L= 1.6764 WIDTH, B= 1.905 AREA, A= 3.194 1.014

PRESSURE Maximum Minimum250.10 267.96 263.60 281.46 304.38 200.67227.14 217.62 244.34 234.81274.49 289.74 289.13 304.38227.14 217.62 244.34 234.81276.58 280.14 224.22 227.79200.67 205.44 283.72 288.49276.58 280.14 224.22 227.79200.67 205.44 283.72 288.49276.58 280.14 224.22 227.79200.67 205.44 283.72 288.49227.14 217.62 244.34 234.81250.10 267.96 263.60 281.46

PRESSURE Maximum Minimum225.86 282.59 233.55 290.29 299.68 210.15272.63 210.15 280.19 217.71246.35 291.86 254.18 299.68272.63 210.15 280.19 217.71260.84 261.24 247.62 248.02237.65 231.50 266.12 259.97260.84 261.24 247.62 248.02237.65 231.50 266.12 259.97260.84 261.24 247.62 248.02237.65 231.50 266.12 259.97272.63 210.15 280.19 217.71225.86 282.59 233.55 290.29

PRESSURE Maximum Minimum245.07 256.38 271.96 283.26 332.35 245.07282.58 258.49 306.90 282.81275.88 268.89 332.35 325.36268.96 263.64 257.10 251.78268.96 263.64 257.10 251.78258.70 251.24 321.76 314.30268.96 263.64 257.10 251.78258.70 251.24 321.76 314.30284.09 278.81 280.63 275.34258.70 251.24 321.76 314.30282.58 258.49 306.90 282.81245.07 256.38 271.96 283.26

SECTIONAL MODULUS,Zx

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 15: Support Reaction- For Footing

0.89SECTIONAL

MODULUS,Zy

Page 16: Support Reaction- For Footing

L= 6 B= 7.25A3 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 2 38 1.0*(DL+EQ-X) 17.286 1042.058 0.989 -3.171 0.058 -38.533Min Fx 2 37 1.0*(DL+EQ+X) -18.906 1061 1.027 -3.142 -0.057 50.627Max Fy 2 36 1.0*(DL+LL) -0.996 1191.746 1.051 -3.178 -0.002 6.483Min Fy 2 38 1.0*(DL+EQ-X) 17.286 1042.058 0.989 -3.171 0.058 -38.533Max Fz 2 40 1.0*(DL+EQ-Z) -2.137 1054.041 3.403 4.494 0.535 9.168Min Fz 2 39 1.0*(DL+EQ+Z) 0.518 1049.017 -1.387 -10.808 -0.533 2.925Max Mx 2 40 1.0*(DL+EQ-Z) -2.137 1054.041 3.403 4.494 0.535 9.168Min Mx 2 39 1.0*(DL+EQ+Z) 0.518 1049.017 -1.387 -10.808 -0.533 2.925Max My 2 40 1.0*(DL+EQ-Z) -2.137 1054.041 3.403 4.494 0.535 9.168Min My 2 39 1.0*(DL+EQ+Z) 0.518 1049.017 -1.387 -10.808 -0.533 2.925Max Mz 2 37 1.0*(DL+EQ+X) -18.906 1061 1.027 -3.142 -0.057 50.627Min Mz 2 38 1.0*(DL+EQ-X) 17.286 1042.058 0.989 -3.171 0.058 -38.533E4 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 16 38 1.0*(DL+EQ-X) 14.059 1023.717 -2.979 2.152 -0.223 -15.684Min Fx 16 37 1.0*(DL+EQ+X) -6.04 1144.608 -2.883 2.802 -0.386 9.332Max Fy 16 43 DL+0.8LL+0.8EQ+Z 3.692 1228.411 -18.919 -41.301 -0.593 -2.74Min Fy 16 40 1.0*(DL+EQ-Z) 4.478 1012.329 17.346 57.624 0.035 -3.83Max Fz 16 40 1.0*(DL+EQ-Z) 4.478 1012.329 17.346 57.624 0.035 -3.83Min Fz 16 39 1.0*(DL+EQ+Z) 3.541 1155.996 -23.208 -52.67 -0.643 -2.522Max Mx 16 40 1.0*(DL+EQ-Z) 4.478 1012.329 17.346 57.624 0.035 -3.83Min Mx 16 39 1.0*(DL+EQ+Z) 3.541 1155.996 -23.208 -52.67 -0.643 -2.522Max My 16 40 1.0*(DL+EQ-Z) 4.478 1012.329 17.346 57.624 0.035 -3.83Min My 16 39 1.0*(DL+EQ+Z) 3.541 1155.996 -23.208 -52.67 -0.643 -2.522Max Mz 16 37 1.0*(DL+EQ+X) -6.04 1144.608 -2.883 2.802 -0.386 9.332Min Mz 16 38 1.0*(DL+EQ-X) 14.059 1023.717 -2.979 2.152 -0.223 -15.684

Page 17: Support Reaction- For Footing
Page 18: Support Reaction- For Footing
Page 19: Support Reaction- For Footing

LENGTH,L= 1.8288 WIDTH, B= 2.2098 AREA, A= 4.041 1.488

PRESSURE Maximum Minimum224.44 287.01 228.70 291.27 305.75 219.33301.53 219.33 305.75 223.55298.02 287.49 302.29 291.77224.44 287.01 228.70 291.27271.28 256.39 265.24 250.36254.69 249.94 269.21 264.46271.28 256.39 265.24 250.36254.69 249.94 269.21 264.46271.28 256.39 265.24 250.36254.69 249.94 269.21 264.46301.53 219.33 305.75 223.55224.44 287.01 228.70 291.27

PRESSURE Maximum Minimum242.03 267.49 239.14 264.60 333.94 208.67292.69 277.54 288.92 273.77273.99 278.44 329.49 333.94286.10 292.32 208.67 214.89286.10 292.32 208.67 214.89248.61 252.71 319.39 323.48286.10 292.32 208.67 214.89248.61 252.71 319.39 323.48286.10 292.32 208.67 214.89248.61 252.71 319.39 323.48292.69 277.54 288.92 273.77242.03 267.49 239.14 264.60

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

SECTIONAL MODULUS,Zx

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 20: Support Reaction- For Footing

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 21: Support Reaction- For Footing

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

Page 22: Support Reaction- For Footing

1.23SECTIONAL

MODULUS,Zy

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L= 6.25 B= 7.25B'2 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 6 38 1.0*(DL+EQ-X) 31.678 1155.912 2.77 -1.677 1.942 -54.434Min Fx 6 37 1.0*(DL+EQ+X) -12.855 1204.494 2.505 -2.109 1.525 46.386Max Fy 6 36 1.0*(DL+LL) 9.044 1418.887 2.468 -2.108 1.739 -4.208Min Fy 6 39 1.0*(DL+EQ+Z) 10.456 1134.281 -6.973 -22.923 0.889 -6.343Max Fz 6 40 1.0*(DL+EQ-Z) 8.367 1226.125 12.248 19.136 2.579 -1.704Min Fz 6 39 1.0*(DL+EQ+Z) 10.456 1134.281 -6.973 -22.923 0.889 -6.343Max Mx 6 40 1.0*(DL+EQ-Z) 8.367 1226.125 12.248 19.136 2.579 -1.704Min Mx 6 39 1.0*(DL+EQ+Z) 10.456 1134.281 -6.973 -22.923 0.889 -6.343Max My 6 40 1.0*(DL+EQ-Z) 8.367 1226.125 12.248 19.136 2.579 -1.704Min My 6 39 1.0*(DL+EQ+Z) 10.456 1134.281 -6.973 -22.923 0.889 -6.343Max Mz 6 37 1.0*(DL+EQ+X) -12.855 1204.494 2.505 -2.109 1.525 46.386Min Mz 6 38 1.0*(DL+EQ-X) 31.678 1155.912 2.77 -1.677 1.942 -54.434E5 Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNmMax Fx 17 38 1.0*(DL+EQ-X) 13.197 1176.622 1.568 4.703 0.921 -23.127Min Fx 17 37 1.0*(DL+EQ+X) -9.607 1172.447 1.978 5.945 0.684 18.041Max Fy 17 43 DL+0.8LL+0.8EQ+Z 1.35 1339.723 -8.327 -32.717 0.311 -1.721Min Fy 17 40 1.0*(DL+EQ-Z) 2.431 1114.129 15.158 53.93 1.489 -3.738Max Fz 17 40 1.0*(DL+EQ-Z) 2.431 1114.129 15.158 53.93 1.489 -3.738Min Fz 17 39 1.0*(DL+EQ+Z) 1.159 1234.939 -11.612 -43.282 0.116 -1.348Max Mx 17 40 1.0*(DL+EQ-Z) 2.431 1114.129 15.158 53.93 1.489 -3.738Min Mx 17 39 1.0*(DL+EQ+Z) 1.159 1234.939 -11.612 -43.282 0.116 -1.348Max My 17 40 1.0*(DL+EQ-Z) 2.431 1114.129 15.158 53.93 1.489 -3.738Min My 17 39 1.0*(DL+EQ+Z) 1.159 1234.939 -11.612 -43.282 0.116 -1.348Max Mz 17 37 1.0*(DL+EQ+X) -9.607 1172.447 1.978 5.945 0.684 18.041Min Mz 17 38 1.0*(DL+EQ-X) 13.197 1176.622 1.568 4.703 0.921 -23.127

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LENGTH,L= 1.905 WIDTH, B= 2.2098 AREA, A= 4.21 1.550

PRESSURE Maximum Minimum232.78 314.23 234.94 316.39 341.56 232.78319.47 250.06 322.19 252.78332.55 338.84 335.27 341.56249.92 259.41 279.49 288.98302.33 304.88 277.65 280.20249.92 259.41 279.49 288.98302.33 304.88 277.65 280.20249.92 259.41 279.49 288.98302.33 304.88 277.65 280.20249.92 259.41 279.49 288.98319.47 250.06 322.19 252.78232.78 314.23 234.94 316.39

PRESSURE Maximum Minimum265.23 299.84 259.17 293.77 340.64 227.08295.85 268.85 288.18 261.18295.86 298.43 338.06 340.64296.65 302.24 227.08 232.67296.65 302.24 227.08 232.67264.43 266.45 320.27 322.28296.65 302.24 227.08 232.67264.43 266.45 320.27 322.28296.65 302.24 227.08 232.67264.43 266.45 320.27 322.28295.85 268.85 288.18 261.18265.23 299.84 259.17 293.77

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

SECTIONAL MODULUS,Zx

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

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PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

PRESSURE Maximum Minimum0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A+Mx/Zx+Mz/Zz

P/A+Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

P/A-Mx/Zx-Mz/Zz

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1.34SECTIONAL

MODULUS,Zy

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