combined foundation design(is 456-2000)

Design For Combined Footing 1




COMBINED FOUNDATION DESIGN(IS 456-2000)

Result Summary

Footing No. Left Overhang (m)

Right Overhang (m)

Length (m)

Width (m)

Thickness (m)

1 2.500 2.500 35.000 7.950 0.6002 2.500 2.500 34.500 7.950 0.6003 2.500 2.500 35.000 7.950 0.6004 2.500 2.500 34.500 7.950 0.600

Footing No. Footing Reinforcement - Main Steel Top Main Steel Bottom Secondary Steel Top Secondary Steel Bottom 1 Ø16 @ 215 mm c/c Ø16 @ 275 mm c/c Ø16 @ 275 mm c/c Ø16 @ 135 mm c/c2 Ø16 @ 275 mm c/c Ø16 @ 275 mm c/c Ø16 @ 275 mm c/c Ø16 @ 145 mm c/c3 Ø16 @ 220 mm c/c Ø16 @ 275 mm c/c Ø16 @ 280 mm c/c Ø16 @ 140 mm c/c4 Ø16 @ 275 mm c/c Ø16 @ 275 mm c/c Ø16 @ 275 mm c/c Ø16 @ 150 mm c/c

of 142Strip Footing Design

10/30/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Combined Footing 1 Input Data

Geometry of Footing

For Column 821

Column Shape : Rectangular

Column Length - X (Pl) : 1.500m

Column Width - Z (Pw) : 1.000m

Include Pedestal? No

Pedestal Shape : N/A

Pedestal Height (Ph) : N/A

Pedestal Length - X (Pl) : N/A

Pedestal Width - Z (Pw) : N/A

Column Offset in Transverse Direction :

For Column 914



Pedestal

Eccentricity

Column Dimensions

Pedestal










For Column 823









Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions




For Column 915










For Column 825



Pedestal

Eccentricity

Column Dimensions

Pedestal










For Column 916









Eccentricity

Column Dimensions

Pedestal

Eccentricity




For Column 827










Length of left overhang : 2.500m



Cover and Soil Properties

Concrete and Rebar Properties

Length of right overhang : 2.500m

Is the length of left overhang fixed? No

Is the length of right overhang fixed? No

Minimum width of footing (Wo) : 8.000m

Minimum Thickness of footing (Do) : 600.000mm

Maximum Width of Footing (Wo) : 40000.000mm

Maximum Thickness of Footing (Do) : 1500.000mm

Maximum Length of Footing (Lo) : 40000.000mm

Length Increment : 50.000mm

Depth Increment : 50.000mm

Pedestal Clear Cover : 50.000mm

Footing Clear Cover : 50.000mm

Unit Weight of soil : 18.000kN/m3

Soil Bearing Capacity : 110.000kN/m2

Soil Bearing Capacity Type: Net Bearing Capacity

Soil Surcharge : 0.000kN/m2

Depth of Soil above Footing : 2000.000mm

Type of Depth : Fixed Bottom

Depth of Water Table : 10.000m



Unit Weight of Concrete : 25.000kN/m3

Compressive Strength of Concrete : 25.000N/mm2

Yield Strength of Steel : 500.000N/mm2

Minimum Bar Size : Ø16

Maximum Bar Size : Ø32

Minimum Pedestal Bar Size : Ø6

Maximum Pedestal Bar Size : Ø32

Minimum Bar Spacing : 50.000mm

Maximum Bar Spacing : 450.000mm

------------------------------------------------------

Design Calculations

Footing Size Calculations

Gross Soil Bearing Capacity = 196.00kN/m^2

Reduction of force due to buoyancy = 0.000kN

Area from initial length and width, Ao = Lo X Wo = 280.000sq m

Min. area required from bearing pressure, Amin = P / qmax = 105.858sq m

Note: Amin is an initial estimation. P = Critical Factored Axial Load(without self weight/buoyancy/soil).



Final footing dimensions are:

qmax = Respective Factored Bearing Capacity.

Length of footing, L : 35.000m

Width of footing, W : 7.950m

Depth of footing, Do : 0.600m

Area, A : 278.250sq m

Length of left overhang, Lleft_overhang : 2.500m

Length of right overhang, Lright_overhang : 2.500m

------------------------------------------------------

Load Combination/s- Service Stress Level Load Combination

Number Load Combination Title

401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL



416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL

419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL

426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ

429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z

Load Combination/s- Strength Level Load Combination


401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL

416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL



419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL

426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ

429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z

Applied Loads - Service Stress Level

LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 821

401 548.296 -519.664 0.437 -0.212 2504.806

402 83.519 231.022 -4.005 -40.317 -1182.264

403 378.224 -331.017 2.440 6.399 1578.263

404 473.787 -375.601 2.691 7.162 1797.240

405 -75.096 402.890 -2.967 -119.598 -2026.311

406 320.434 -205.178 -0.293 -28.607 960.270

407 -75.096 402.890 -2.967 -119.598 -2026.311

408 320.434 -205.178 -0.293 -28.607 960.270

409 38.460 266.318 39.672 111.959 -1355.746

414 -112.555 564.581 -3.656 -39.703 -2773.034

415 182.151 2.542 2.788 7.013 -12.507

416 277.713 -42.043 3.040 7.776 206.470

417 -271.169 736.449 -2.618 -118.985 -3617.081

418 124.360 128.381 0.056 -27.993 -630.500



419 -271.169 736.449 -2.618 -118.985 -3617.081

420 124.360 128.381 0.056 -27.993 -630.500

421 -157.614 599.877 40.021 112.572 -2946.517

426 330.772 -72.739 0.915 1.042 367.115

427 373.620 -299.356 0.642 -0.079 1460.388

428 524.024 -255.919 139.316 412.900 1256.238

429 241.219 -122.075 -5.544 -544.556 600.183

430 526.846 -406.298 0.566 0.428 1957.886

431 569.693 -632.915 0.294 -0.693 3051.159

432 720.097 -589.478 138.968 412.286 2847.008

433 437.293 -455.634 -5.892 -545.170 2190.954

-

Column Number : 914

401 51.416 -13.488 -0.006 -0.007 30.638

402 50.910 -8.294 -0.795 -0.860 13.986

403 51.352 -12.189 0.125 0.136 26.472

404 51.406 -12.494 0.140 0.152 27.449

405 50.298 -7.142 -2.667 -2.879 10.292

406 51.117 -11.347 -0.671 -0.726 23.773

407 50.298 -7.142 -2.667 -2.879 10.292

408 51.117 -11.347 -0.671 -0.726 23.773

409 51.516 -8.022 2.280 2.508 13.111

414 50.807 3.959 -0.787 -0.851 -12.692

415 51.250 0.064 0.133 0.145 -0.206

416 51.303 -0.241 0.148 0.161 0.772

417 50.196 5.111 -2.659 -2.870 -16.385

418 51.014 0.906 -0.663 -0.717 -2.905

419 50.196 5.111 -2.659 -2.870 -16.385

420 51.014 0.906 -0.663 -0.717 -2.905

421 51.413 4.231 2.288 2.517 -13.566

426 51.305 0.013 0.018 0.019 0.765



51.323 -2.483 -0.008 -0.009 7.155

428 52.580 -1.476 9.108 10.005 4.733

429 47.871 -1.014 -12.990 -14.014 3.251

430 51.407 -12.240 0.009 0.010 27.442

431 51.426 -14.736 -0.016 -0.018 33.832

432 52.683 -13.729 9.100 9.996 31.410

433 47.973 -13.267 -12.998 -14.023 29.929

-

Column Number : 823

401 537.212 -504.610 -0.032 0.003 2430.962

402 77.005 247.931 -3.363 -6.619 -1265.223

403 364.536 -317.156 0.731 1.943 1510.253

404 459.401 -360.826 0.801 2.173 1724.749

405 -64.370 409.488 -18.016 -35.243 -2058.763

406 318.074 -199.321 -5.645 -10.822 931.470

407 -64.370 409.488 -18.016 -35.243 -2058.763

408 318.074 -199.321 -5.645 -10.822 931.470

409 -17.810 291.617 18.569 43.567 -1479.766

414 -118.806 581.106 -3.322 -6.570 -2854.115

415 168.725 16.020 0.773 1.992 -78.639

416 263.590 -27.651 0.842 2.222 135.858

417 -260.182 742.663 -17.975 -35.195 -3647.655

418 122.263 133.854 -5.603 -10.773 -657.422

419 -260.182 742.663 -17.975 -35.195 -3647.655

420 122.263 133.854 -5.603 -10.773 -657.422

421 -213.621 624.792 18.610 43.616 -3068.657

426 321.849 -66.904 0.108 0.374 338.488

427 360.952 -275.966 -0.065 -0.171 1345.653

428 341.482 -171.407 76.296 197.874 842.168

429 341.179 -171.460 -93.650 -206.108 841.981

430 517.660 -400.080 0.066 0.326 1927.380



556.764 -609.141 -0.107 -0.220 2934.544

432 537.293 -504.583 76.254 197.825 2431.060

433 536.990 -504.636 -93.692 -206.157 2430.873

-

Column Number : 915

401 51.418 -13.436 0.004 0.005 30.471

402 51.080 -8.236 0.147 0.166 13.798

403 51.335 -12.141 0.034 0.037 26.318

404 51.387 -12.443 0.036 0.040 27.286

405 51.031 -7.119 -0.680 -0.760 10.219

406 51.332 -11.326 -0.355 -0.395 23.708

407 51.031 -7.119 -0.680 -0.760 10.219

408 51.332 -11.326 -0.355 -0.395 23.708

409 51.097 -7.934 1.366 1.525 12.831

414 50.976 4.016 0.144 0.163 -12.875

415 51.231 0.111 0.031 0.034 -0.355

416 51.283 -0.191 0.033 0.037 0.613

417 50.927 5.132 -0.683 -0.763 -16.454

418 51.229 0.925 -0.358 -0.398 -2.966

419 50.927 5.132 -0.683 -0.763 -16.454

420 51.229 0.925 -0.358 -0.398 -2.966

421 50.994 4.318 1.364 1.522 -13.842

426 51.304 0.033 0.010 0.011 0.700

427 51.325 -2.402 -0.005 -0.005 6.896

428 51.120 -1.184 6.596 7.327 3.797

429 51.248 -1.184 -5.261 -5.833 3.797

430 51.408 -12.218 0.013 0.014 27.374

431 51.428 -14.654 -0.002 -0.003 33.569

432 51.224 -13.435 6.599 7.330 30.470

433 51.351 -13.436 -5.259 -5.830 30.470

-



401 537.212 -504.611 0.116 0.270 2430.961

402 76.994 247.925 9.973 18.368 -1265.245

403 364.533 -317.155 0.227 0.428 1510.255

404 459.399 -360.826 0.168 0.317 1724.750

405 -64.312 409.494 -7.018 -15.911 -2058.742

406 318.104 -199.311 -6.052 -15.083 931.507

407 -64.312 409.494 -7.018 -15.911 -2058.742

408 318.104 -199.311 -6.052 -15.083 931.507

409 -17.925 291.604 30.062 58.197 -1479.813

414 -118.818 581.100 9.864 18.138 -2854.136

415 168.722 16.021 0.118 0.198 -78.636

416 263.587 -27.650 0.059 0.087 135.859

417 -260.124 742.669 -7.127 -16.141 -3647.632

418 122.292 133.865 -6.161 -15.313 -657.383

419 -260.124 742.669 -7.127 -16.141 -3647.632

420 122.292 133.865 -6.161 -15.313 -657.383

421 -213.736 624.779 29.953 57.967 -3068.703

426 321.848 -66.904 0.098 0.295 338.489

427 360.952 -275.966 -0.050 -0.161 1345.652

428 341.058 -171.469 129.567 275.344 841.950

429 341.488 -171.400 -61.707 -165.919 842.195

430 517.660 -400.079 0.206 0.525 1927.380

431 556.764 -609.142 0.059 0.068 2934.542

432 536.869 -504.645 129.676 275.574 2430.841

433 537.299 -504.575 -61.598 -165.689 2431.086

-

Column Number : 916

401 51.416 -13.487 0.017 0.019 30.633

402 50.614 -8.241 1.681 1.808 13.817

403 51.330 -12.194 0.004 0.005 26.490



51.384 -12.496 -0.009 -0.009 27.456

405 51.185 -7.196 -0.664 -0.731 10.464

406 51.471 -11.441 -0.887 -0.972 24.073

407 51.185 -7.196 -0.664 -0.731 10.464

408 51.471 -11.441 -0.887 -0.972 24.073

409 49.865 -7.905 4.193 4.517 12.737

414 50.515 4.010 1.662 1.788 -12.855

415 51.231 0.057 -0.015 -0.015 -0.182

416 51.285 -0.245 -0.028 -0.029 0.784

417 51.087 5.055 -0.683 -0.751 -16.208

418 51.373 0.811 -0.906 -0.993 -2.599

419 51.087 5.055 -0.683 -0.751 -16.208

420 51.373 0.811 -0.906 -0.993 -2.599

421 49.766 4.346 4.174 4.497 -13.935

426 51.304 0.010 0.010 0.012 0.774

427 51.329 -2.481 -0.011 -0.010 7.147

428 46.225 -0.936 18.311 19.741 3.003

429 52.386 -1.544 -7.715 -8.467 4.948

430 51.403 -12.241 0.029 0.032 27.446

431 51.428 -14.732 0.008 0.010 33.819

432 46.323 -13.187 18.330 19.761 29.675

433 52.485 -13.795 -7.697 -8.446 31.620

-

Column Number : 827

401 548.044 -519.186 -0.011 0.842 2502.453

402 69.477 246.296 -1.615 76.340 -1257.172

403 376.127 -332.644 -0.308 -0.125 1586.223

404 471.351 -376.218 -0.580 -0.871 1800.241

405 -38.624 387.425 -10.660 -29.693 -1950.545

406 355.422 -232.272 -15.657 -44.628 1093.058

407 -38.624 387.425 -10.660 -29.693 -1950.545



355.422 -232.272 -15.657 -44.628 1093.058

409 -47.223 300.062 -2.106 182.053 -1521.145

414 -126.146 579.358 -1.608 75.507 -2845.504

415 180.504 0.417 -0.302 -0.958 -2.109

416 275.729 -43.156 -0.573 -1.704 211.909

417 -234.246 720.486 -10.653 -30.525 -3538.876

418 159.799 100.790 -15.650 -45.461 -495.274

419 -234.246 720.486 -10.653 -30.525 -3538.876

420 159.799 100.790 -15.650 -45.461 -495.274

421 -242.845 633.123 -2.099 181.220 -3109.477

426 331.068 -73.529 0.038 0.463 370.988

427 373.774 -298.656 -0.089 -0.309 1456.943

428 193.043 -99.715 2.086 778.301 490.576

429 511.620 -275.274 -115.463 -347.861 1351.101

430 526.690 -406.591 0.031 1.296 1959.320

431 569.397 -631.717 -0.096 0.524 3045.275

432 388.665 -432.777 2.079 779.134 2078.908

433 707.243 -608.336 -115.470 -347.028 2939.432

Applied Loads - Strength Level

LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 821

401 548.296 -519.664 0.437 -0.212 2504.806

402 83.519 231.022 -4.005 -40.317 -1182.264

403 378.224 -331.017 2.440 6.399 1578.263

404 473.787 -375.601 2.691 7.162 1797.240

405 -75.096 402.890 -2.967 -119.598 -2026.311

406 320.434 -205.178 -0.293 -28.607 960.270



407 -75.096 402.890 -2.967 -119.598 -2026.311

408 320.434 -205.178 -0.293 -28.607 960.270

409 38.460 266.318 39.672 111.959 -1355.746

414 -112.555 564.581 -3.656 -39.703 -2773.034

415 182.151 2.542 2.788 7.013 -12.507

416 277.713 -42.043 3.040 7.776 206.470

417 -271.169 736.449 -2.618 -118.985 -3617.081

418 124.360 128.381 0.056 -27.993 -630.500

419 -271.169 736.449 -2.618 -118.985 -3617.081

420 124.360 128.381 0.056 -27.993 -630.500

421 -157.614 599.877 40.021 112.572 -2946.517

426 330.772 -72.739 0.915 1.042 367.115

427 373.620 -299.356 0.642 -0.079 1460.388

428 524.024 -255.919 139.316 412.900 1256.238

429 241.219 -122.075 -5.544 -544.556 600.183

430 526.846 -406.298 0.566 0.428 1957.886

431 569.693 -632.915 0.294 -0.693 3051.159

432 720.097 -589.478 138.968 412.286 2847.008

433 437.293 -455.634 -5.892 -545.170 2190.954

-

Column Number : 914

401 51.416 -13.488 -0.006 -0.007 30.638

402 50.910 -8.294 -0.795 -0.860 13.986

403 51.352 -12.189 0.125 0.136 26.472

404 51.406 -12.494 0.140 0.152 27.449

405 50.298 -7.142 -2.667 -2.879 10.292

406 51.117 -11.347 -0.671 -0.726 23.773

407 50.298 -7.142 -2.667 -2.879 10.292

408 51.117 -11.347 -0.671 -0.726 23.773

409 51.516 -8.022 2.280 2.508 13.111

414 50.807 3.959 -0.787 -0.851 -12.692



51.250 0.064 0.133 0.145 -0.206

416 51.303 -0.241 0.148 0.161 0.772

417 50.196 5.111 -2.659 -2.870 -16.385

418 51.014 0.906 -0.663 -0.717 -2.905

419 50.196 5.111 -2.659 -2.870 -16.385

420 51.014 0.906 -0.663 -0.717 -2.905

421 51.413 4.231 2.288 2.517 -13.566

426 51.305 0.013 0.018 0.019 0.765

427 51.323 -2.483 -0.008 -0.009 7.155

428 52.580 -1.476 9.108 10.005 4.733

429 47.871 -1.014 -12.990 -14.014 3.251

430 51.407 -12.240 0.009 0.010 27.442

431 51.426 -14.736 -0.016 -0.018 33.832

432 52.683 -13.729 9.100 9.996 31.410

433 47.973 -13.267 -12.998 -14.023 29.929

-

Column Number : 823

401 537.212 -504.610 -0.032 0.003 2430.962

402 77.005 247.931 -3.363 -6.619 -1265.223

403 364.536 -317.156 0.731 1.943 1510.253

404 459.401 -360.826 0.801 2.173 1724.749

405 -64.370 409.488 -18.016 -35.243 -2058.763

406 318.074 -199.321 -5.645 -10.822 931.470

407 -64.370 409.488 -18.016 -35.243 -2058.763

408 318.074 -199.321 -5.645 -10.822 931.470

409 -17.810 291.617 18.569 43.567 -1479.766

414 -118.806 581.106 -3.322 -6.570 -2854.115

415 168.725 16.020 0.773 1.992 -78.639

416 263.590 -27.651 0.842 2.222 135.858

417 -260.182 742.663 -17.975 -35.195 -3647.655

418 122.263 133.854 -5.603 -10.773 -657.422



-260.182 742.663 -17.975 -35.195 -3647.655

420 122.263 133.854 -5.603 -10.773 -657.422

421 -213.621 624.792 18.610 43.616 -3068.657

426 321.849 -66.904 0.108 0.374 338.488

427 360.952 -275.966 -0.065 -0.171 1345.653

428 341.482 -171.407 76.296 197.874 842.168

429 341.179 -171.460 -93.650 -206.108 841.981

430 517.660 -400.080 0.066 0.326 1927.380

431 556.764 -609.141 -0.107 -0.220 2934.544

432 537.293 -504.583 76.254 197.825 2431.060

433 536.990 -504.636 -93.692 -206.157 2430.873

-

Column Number : 915

401 51.418 -13.436 0.004 0.005 30.471

402 51.080 -8.236 0.147 0.166 13.798

403 51.335 -12.141 0.034 0.037 26.318

404 51.387 -12.443 0.036 0.040 27.286

405 51.031 -7.119 -0.680 -0.760 10.219

406 51.332 -11.326 -0.355 -0.395 23.708

407 51.031 -7.119 -0.680 -0.760 10.219

408 51.332 -11.326 -0.355 -0.395 23.708

409 51.097 -7.934 1.366 1.525 12.831

414 50.976 4.016 0.144 0.163 -12.875

415 51.231 0.111 0.031 0.034 -0.355

416 51.283 -0.191 0.033 0.037 0.613

417 50.927 5.132 -0.683 -0.763 -16.454

418 51.229 0.925 -0.358 -0.398 -2.966

419 50.927 5.132 -0.683 -0.763 -16.454

420 51.229 0.925 -0.358 -0.398 -2.966

421 50.994 4.318 1.364 1.522 -13.842

426 51.304 0.033 0.010 0.011 0.700



51.325 -2.402 -0.005 -0.005 6.896

428 51.120 -1.184 6.596 7.327 3.797

429 51.248 -1.184 -5.261 -5.833 3.797

430 51.408 -12.218 0.013 0.014 27.374

431 51.428 -14.654 -0.002 -0.003 33.569

432 51.224 -13.435 6.599 7.330 30.470

433 51.351 -13.436 -5.259 -5.830 30.470

-

Column Number : 825

401 537.212 -504.611 0.116 0.270 2430.961

402 76.994 247.925 9.973 18.368 -1265.245

403 364.533 -317.155 0.227 0.428 1510.255

404 459.399 -360.826 0.168 0.317 1724.750

405 -64.312 409.494 -7.018 -15.911 -2058.742

406 318.104 -199.311 -6.052 -15.083 931.507

407 -64.312 409.494 -7.018 -15.911 -2058.742

408 318.104 -199.311 -6.052 -15.083 931.507

409 -17.925 291.604 30.062 58.197 -1479.813

414 -118.818 581.100 9.864 18.138 -2854.136

415 168.722 16.021 0.118 0.198 -78.636

416 263.587 -27.650 0.059 0.087 135.859

417 -260.124 742.669 -7.127 -16.141 -3647.632

418 122.292 133.865 -6.161 -15.313 -657.383

419 -260.124 742.669 -7.127 -16.141 -3647.632

420 122.292 133.865 -6.161 -15.313 -657.383

421 -213.736 624.779 29.953 57.967 -3068.703

426 321.848 -66.904 0.098 0.295 338.489

427 360.952 -275.966 -0.050 -0.161 1345.652

428 341.058 -171.469 129.567 275.344 841.950

429 341.488 -171.400 -61.707 -165.919 842.195

430 517.660 -400.079 0.206 0.525 1927.380



556.764 -609.142 0.059 0.068 2934.542

432 536.869 -504.645 129.676 275.574 2430.841

433 537.299 -504.575 -61.598 -165.689 2431.086

-

Column Number : 916

401 51.416 -13.487 0.017 0.019 30.633

402 50.614 -8.241 1.681 1.808 13.817

403 51.330 -12.194 0.004 0.005 26.490

404 51.384 -12.496 -0.009 -0.009 27.456

405 51.185 -7.196 -0.664 -0.731 10.464

406 51.471 -11.441 -0.887 -0.972 24.073

407 51.185 -7.196 -0.664 -0.731 10.464

408 51.471 -11.441 -0.887 -0.972 24.073

409 49.865 -7.905 4.193 4.517 12.737

414 50.515 4.010 1.662 1.788 -12.855

415 51.231 0.057 -0.015 -0.015 -0.182

416 51.285 -0.245 -0.028 -0.029 0.784

417 51.087 5.055 -0.683 -0.751 -16.208

418 51.373 0.811 -0.906 -0.993 -2.599

419 51.087 5.055 -0.683 -0.751 -16.208

420 51.373 0.811 -0.906 -0.993 -2.599

421 49.766 4.346 4.174 4.497 -13.935

426 51.304 0.010 0.010 0.012 0.774

427 51.329 -2.481 -0.011 -0.010 7.147

428 46.225 -0.936 18.311 19.741 3.003

429 52.386 -1.544 -7.715 -8.467 4.948

430 51.403 -12.241 0.029 0.032 27.446

431 51.428 -14.732 0.008 0.010 33.819

432 46.323 -13.187 18.330 19.761 29.675

433 52.485 -13.795 -7.697 -8.446 31.620

-



401 548.044 -519.186 -0.011 0.842 2502.453

402 69.477 246.296 -1.615 76.340 -1257.172

403 376.127 -332.644 -0.308 -0.125 1586.223

404 471.351 -376.218 -0.580 -0.871 1800.241

405 -38.624 387.425 -10.660 -29.693 -1950.545

406 355.422 -232.272 -15.657 -44.628 1093.058

407 -38.624 387.425 -10.660 -29.693 -1950.545

408 355.422 -232.272 -15.657 -44.628 1093.058

409 -47.223 300.062 -2.106 182.053 -1521.145

414 -126.146 579.358 -1.608 75.507 -2845.504

415 180.504 0.417 -0.302 -0.958 -2.109

416 275.729 -43.156 -0.573 -1.704 211.909

417 -234.246 720.486 -10.653 -30.525 -3538.876

418 159.799 100.790 -15.650 -45.461 -495.274

419 -234.246 720.486 -10.653 -30.525 -3538.876

420 159.799 100.790 -15.650 -45.461 -495.274

421 -242.845 633.123 -2.099 181.220 -3109.477

426 331.068 -73.529 0.038 0.463 370.988

427 373.774 -298.656 -0.089 -0.309 1456.943

428 193.043 -99.715 2.086 778.301 490.576

429 511.620 -275.274 -115.463 -347.861 1351.101

430 526.690 -406.591 0.031 1.296 1959.320

431 569.397 -631.717 -0.096 0.524 3045.275

432 388.665 -432.777 2.079 779.134 2078.908

433 707.243 -608.336 -115.470 -347.028 2939.432

Calculated Pressures at Four Corners



If Au is zero, there is no uplift and no pressure adjustment is necessary. Otherwise, to account for uplift, areas of

negative pressure will be set to zero and the pressure will be redistributed to remaining corners.

Load Case Pressure at

corner 1 (q1)

(kN/m^2)

Pressure at corner 2 (q2)

(kN/m^2)


(kN/m^2)


(kN/m^2)

Area of footing in uplift (Au)

(sq. m)

415 42.2008 42.1833 43.2584 43.2760 0.000

415 42.2008 42.1833 43.2584 43.2760 0.000

431 11.6569 10.7276 84.7392 85.6685 0.000

431 11.6569 10.7276 84.7392 85.6685 0.000

Summary of Adjusted Pressures at Four Corners


corner 1 (q1)

(kN/m^2)


(kN/m^2)


(kN/m^2)


(kN/m^2)

415 42.2008 42.1833 43.2584 43.2760

415 42.2008 42.1833 43.2584 43.2760



431 11.6569 10.7276 84.7392 85.6685

431 11.6569 10.7276 84.7392 85.6685

------------------------------------------------------

Check for stability against sliding

Load Case Shear X (kN)

Shear Z (kN)

Resisting Sliding Force

(kN) Ratio X Ratio Z

401 2088.482 0.525 6678.149 3.198 12710.914

402 948.403 2.023 5745.441 6.058 2840.412

403 1334.496 3.252 6334.360 4.747 1947.791

404 1510.903 3.247 6524.699 4.318 2009.510

405 1587.839 42.673 5470.698 3.445 128.202

406 870.195 29.560 6248.619 7.181 211.390

407 1587.839 42.673 5470.698 3.445 128.202

408 870.195 29.560 6248.619 7.181 211.390

409 1125.740 94.036 5569.632 4.948 59.229

414 2318.130 2.297 5353.629 2.309 2330.601

415 35.231 3.526 5942.548 168.672 1685.147

416 141.176 3.521 6132.887 43.441 1741.673

417 2957.566 42.398 5078.886 1.717 119.790

418 499.532 29.285 5856.807 11.725 199.991

419 2957.566 42.398 5078.886 1.717 119.790

420 499.532 29.285 5856.807 11.725 199.991

421 2495.467 94.310 5177.820 2.075 54.902



426 280.019 1.196 6245.367 22.303 5223.106

427 1157.309 0.415 6327.279 5.467 15255.756

428 702.107 381.279 6290.407 8.959 16.498

429 743.950 302.330 6309.147 8.481 20.868

430 1649.747 0.921 6637.179 4.023 7203.629

431 2527.037 0.140 6719.091 2.659 47859.842

432 2071.834 381.005 6682.219 3.225 17.538

433 2113.678 302.605 6700.959 3.170 22.144

Check for stability against overturning (Moments printed against Local axis)

Load Case Moment X (kNm)

Moment Z (kNm)

Resisting Moment X

(kNm)

Resisting Moment Z

(kNm) Ratio X Ratio Z

401 11329.102 2.522 53090.311 233730.936 4.686 92676.654

402 5549.608 163.445 45675.418 201086.749 8.230 1230.301

403 7138.510 20.749 50357.240 221698.547 7.054 10684.597

404 8118.973 25.680 51870.409 228360.296 6.389 8892.397

405 9103.590 323.459 43491.253 191470.933 4.777 591.949

406 4557.928 407.902 49675.613 218697.675 10.899 536.152

407 9103.590 323.459 43491.253 191470.933 4.777 591.949

408 4557.928 407.902 49675.613 218697.675 10.899 536.152

409 6535.270 836.378 44277.763 194933.552 6.775 233.069

414 12883.832 156.875 42560.570 187373.582 3.303 1194.410

415 195.713 14.179 47242.392 207985.380 241.387 14668.099

416 784.750 19.109 48755.561 214647.129 62.129 11232.553

417 16437.812 330.029 40376.406 177757.765 2.456 538.613



418 2776.295 414.472 46560.765 204984.508 16.771 494.568

419 16437.812 330.029 40376.406 177757.765 2.456 538.613

420 2776.295 414.472 46560.765 204984.508 16.771 494.568

421 13869.492 829.808 41162.915 181220.385 2.968 218.388

426 1600.763 7.429 49649.758 218583.848 31.016 29422.083

427 6387.995 1.902 50300.950 221450.731 7.874 116422.041

428 3902.419 3079.030 50007.823 220160.231 12.815 71.503

429 4134.824 2611.825 50156.802 220816.117 12.130 84.545

430 8934.986 0.859 52764.606 232297.015 5.905 270289.215

431 13722.218 4.668 53415.798 235163.899 3.893 50378.047

432 11236.642 3085.599 53122.670 233873.398 4.728 75.795

433 11469.047 2605.256 53271.650 234529.284 4.645 90.022

------------------------------------------------------

Design for Flexure

Sagging moment along length

Critical load case : 417

Effective Depth = = 0.542 m

Governing moment (Mu) = 751.346 kNm

As Per IS 456 2000 ANNEX G G-1.1C

Limiting Factor1 (Kumax) = = 0.456026



Limiting Factor2 (Rumax) = = 3318.146612 kN/m^2

Limit Moment Of Resistance (Mumax) = = 7749.136954 kNm

Mu <= Mumax hence, safe

Hogging moment along length









Transverse direction




Shear Plane Parallel to Foundation Width


Governing moment (Mu) = = 11475.696 kNm






Check trial depth for one way shear

Critical load case for maximum shear force along the length of footing :

401



Shear Force(S) = 1295.981 kN

Shear Stress(Tv) = 300.768471 kN/m^2

Percentage Of Steel(Pt) = 0.2000

As Per IS 456 2000 Clause 40 Table 19

Shear Strength Of Concrete(Tc) = 330.760 kN/m^2

Tv< Tc hence, safe

Check trial depth for two way shear

Critical Load case for Punching Shear Check : 432

For Column 1



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000

Shear Strength(Tc)= = 1250.0000 kN/m^2

Ks X Tc = 1250.0000 kN/m^2

Tv<= Ks X Tc hence, safe


For Column 2





As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 3



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 4



As Per IS 456 2000 Clause 31.6.3.1



Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 5



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 6



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000




Ks X Tc = 1250.0000 kN/m^2



For Column 7



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2


Selection of reinforcement

Top reinforcement along length

As Per IS 456 2000 Clause 26.5.2.1

Minimum Area of Steel (Astmin) = 5724.000 mm2

Calculated Area of Steel (Ast) = 7333.231 mm2

Provided Area of Steel (Ast,Provided) = 7333.231 mm2

Astmin<= Ast,Provided Steel area is accepted



Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = 50.000 mm

Selected spacing (S) = 217.611 mm

Smin<= S <= Smax and selected bar size < selected maximum bar size... The reinforcement is accepted.

Along width

As Per IS 456 2000 Clause 26.5.2.1

Provided Minimum Area of Steel (Astmin) = 25668.001 mm2





Bottom reinforcement along length

As Per IS 456 2000 Clause 26.5.2.1








Minimum spacing allowed (Smin) = = 50.000 mm



Along width

As Per IS 456 2000 Clause 26.5.2.1









Provided Reinforcement

Main bar no. for top Reinforcement: Ø16



Based on spacing reinforcement increment; provided reinforcement is




Spacing of top reinforcement bar : 217.611 mm

Ø16 @ 215mm o.c.

Main bar no. for bottom Reinforcement: Ø16

Spacing of bottom reinforcement bar : 279.786 mm

Ø16 @ 275mm o.c.

Distribution bar no.: Ø16

Spacing of distribution bars : 139.349 mm

Ø16 @ 135mm o.c.

Distribution bar no.(Top): Ø16

Spacing of distribution bars(Top) : 279.795 mm

Ø16 @ 275mm o.c.

Pedestal Reinforcement Design




Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Geometry of Footing

For Column 833










For Column 920






Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity







For Column 835











Column Dimensions

Pedestal

Eccentricity

Column Dimensions


For Column 921










For Column 837






Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity







For Column 922











Column Dimensions

Pedestal

Eccentricity


For Column 839























------------------------------------------------------

Design Calculations






Note: Amin is an initial estimation. P = Critical Factored Axial Load(without self weight/buoyancy/soil). qmax = Respective Factored Bearing Capacity.






Area, A : 274.275sq m



------------------------------------------------------



401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL

416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL

419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL



426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ

429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z



401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL

416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL

419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL

426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ



429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z


LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 833

401 537.212 -504.611 0.080 0.201 2430.962

402 76.971 247.923 21.256 40.375 -1265.251

403 364.537 -317.155 -1.189 -3.135 1510.254

404 459.404 -360.825 -1.639 -4.194 1724.753

405 -64.301 409.493 -5.913 -13.989 -2058.743

406 318.135 -199.309 -17.409 -42.263 931.513

407 -64.301 409.493 -5.913 -13.989 -2058.743

408 318.135 -199.309 -17.409 -42.263 931.513

409 -17.945 291.600 31.571 60.197 -1479.825

414 -118.840 581.098 21.030 39.899 -2854.142

415 168.726 16.021 -1.414 -3.611 -78.636

416 263.593 -27.649 -1.865 -4.669 135.862

417 -260.112 742.669 -6.138 -14.465 -3647.634

418 122.324 133.867 -17.634 -42.739 -657.377

419 -260.112 742.669 -6.138 -14.465 -3647.634

420 122.324 133.867 -17.634 -42.739 -657.377

421 -213.756 624.776 31.346 59.722 -3068.716

426 321.850 -66.905 -0.183 -0.312 338.484

427 360.953 -275.965 -0.166 -0.448 1345.657

428 341.141 -171.470 103.742 223.513 841.945



429 341.518 -171.397 -82.782 -215.180 842.206

430 517.661 -400.081 0.042 0.164 1927.375

431 556.764 -609.140 0.060 0.028 2934.548

432 536.952 -504.646 103.967 223.989 2430.836

433 537.329 -504.572 -82.557 -214.704 2431.097

-

Column Number : 920

401 51.417 -13.487 0.009 0.011 30.634

402 50.206 -8.224 3.140 3.385 13.762

403 51.364 -12.193 -0.190 -0.208 26.485

404 51.428 -12.503 -0.256 -0.280 27.481

405 51.208 -7.192 -0.683 -0.750 10.453

406 51.744 -11.456 -2.393 -2.629 24.120

407 51.208 -7.192 -0.683 -0.750 10.453

408 51.744 -11.456 -2.393 -2.629 24.120

409 49.732 -7.873 4.550 4.904 12.638

414 50.109 4.027 3.107 3.350 -12.910

415 51.268 0.058 -0.223 -0.244 -0.187

416 51.332 -0.252 -0.289 -0.315 0.808

417 51.112 5.059 -0.716 -0.786 -16.219

418 51.648 0.796 -2.426 -2.665 -2.552

419 51.112 5.059 -0.716 -0.786 -16.219

420 51.648 0.796 -2.426 -2.665 -2.552

421 49.636 4.378 4.517 4.868 -14.034

426 51.313 0.022 -0.031 -0.033 0.735

427 51.331 -2.493 -0.027 -0.028 7.188

428 47.361 -0.923 14.504 15.640 2.961

429 52.810 -1.570 -10.222 -11.224 5.032

430 51.409 -12.229 0.002 0.003 27.408

431 51.427 -14.745 0.006 0.008 33.860

432 47.457 -13.174 14.537 15.676 29.634



52.906 -13.821 -10.189 -11.188 31.705

-

Column Number : 835

401 548.147 -519.324 -0.332 0.295 2503.197

402 57.749 251.218 1.357 140.578 -1280.921

403 380.016 -332.215 -3.454 -9.574 1584.221

404 477.107 -378.413 -4.616 -12.929 1811.120

405 -37.328 388.380 -11.309 -32.321 -1955.108

406 384.235 -236.567 -41.845 -119.743 1113.976

407 -37.328 388.380 -11.309 -32.321 -1955.108

408 384.235 -236.567 -41.845 -119.743 1113.976

409 -53.125 308.976 0.480 201.513 -1564.488

414 -137.863 584.321 1.044 138.981 -2869.452

415 184.404 0.887 -3.767 -11.171 -4.309

416 281.495 -45.311 -4.929 -14.526 222.590

417 -232.940 721.482 -11.622 -33.918 -3543.638

418 188.623 96.535 -42.158 -121.340 -474.555

419 -232.940 721.482 -11.622 -33.918 -3543.638

420 188.623 96.535 -42.158 -121.340 -474.555

421 -248.737 642.078 0.167 199.916 -3153.019

426 330.256 -70.041 -0.688 -1.740 353.929

427 374.828 -302.345 -0.578 -1.246 1475.118

428 217.982 -95.908 3.216 612.356 471.986

429 561.685 -282.897 -157.194 -469.027 1388.523

430 525.868 -403.143 -0.375 -0.143 1942.460

431 570.440 -635.447 -0.265 0.351 3063.649

432 413.595 -429.010 3.529 613.953 2060.516

433 757.298 -615.999 -156.881 -467.431 2977.054

-

Column Number : 921

401 51.447 -13.608 -0.030 -0.031 31.014



51.886 -8.730 3.825 4.150 15.375

403 51.497 -12.349 -0.609 -0.651 26.974

404 51.599 -12.672 -0.815 -0.873 28.011

405 51.583 -7.346 -1.945 -2.091 10.942

406 53.028 -11.291 -7.260 -7.840 23.585

407 51.583 -7.346 -1.945 -2.091 10.942

408 53.028 -11.291 -7.260 -7.840 23.585

409 52.205 -8.405 5.324 5.767 14.333

414 51.784 3.525 3.756 4.073 -11.302

415 51.396 -0.094 -0.679 -0.728 0.297

416 51.498 -0.417 -0.885 -0.950 1.334

417 51.482 4.909 -2.014 -2.167 -15.734

418 52.926 0.964 -7.330 -7.916 -3.092

419 51.482 4.909 -2.014 -2.167 -15.734

420 52.926 0.964 -7.330 -7.916 -3.092

421 52.103 3.850 5.255 5.690 -12.344

426 51.334 -0.054 -0.116 -0.126 0.979

427 51.354 -2.652 -0.088 -0.096 7.696

428 54.720 -1.362 15.529 16.768 4.362

429 57.304 -1.348 -26.744 -28.858 4.314

430 51.435 -12.309 -0.047 -0.050 27.655

431 51.456 -14.907 -0.019 -0.019 34.372

432 54.822 -13.617 15.598 16.845 31.039

433 57.406 -13.603 -26.675 -28.781 30.991

-

Column Number : 837

401 557.546 -537.929 -0.048 -1.983 2594.714

402 173.058 103.016 33.096 85.872 -554.260

403 387.307 -360.402 3.082 -23.119 1722.035

404 481.457 -407.753 3.477 -31.276 1954.624

405 -50.650 365.815 4.442 -75.894 -1843.982



256.014 -150.044 -3.831 -297.136 689.828

407 -50.650 365.815 4.442 -75.894 -1843.982

408 256.014 -150.044 -3.831 -297.136 689.828

409 92.533 139.346 41.685 110.045 -732.822

414 -22.853 435.745 31.481 82.613 -2141.105

415 191.396 -27.673 1.467 -26.378 135.190

416 285.547 -75.024 1.862 -34.535 367.779

417 -246.561 698.544 2.827 -79.153 -3430.826

418 60.103 182.685 -5.445 -300.395 -897.016

419 -246.561 698.544 2.827 -79.153 -3430.826

420 60.103 182.685 -5.445 -300.395 -897.016

421 -103.377 472.075 40.071 106.786 -2319.667

426 339.589 -88.818 -1.955 -5.894 445.937

427 383.669 -321.638 -1.416 -4.534 1570.079

428 497.779 -297.384 91.693 276.726 1459.801

429 152.421 -105.994 0.947 -1057.663 521.517

430 535.500 -421.547 -0.341 -2.635 2032.782

431 579.580 -654.367 0.199 -1.275 3156.924

432 693.690 -630.113 93.307 279.985 3046.646

433 348.332 -438.723 2.562 -1054.404 2108.362

-

Column Number : 922

401 49.296 -12.169 -0.124 -0.131 27.406

402 48.584 -7.521 3.342 3.605 12.798

403 48.819 -10.263 -0.301 -0.336 21.388

404 48.788 -10.593 -0.458 -0.509 22.421

405 48.183 -6.495 -1.555 -1.650 9.626

406 47.386 -9.553 -7.979 -8.550 19.202

407 48.183 -6.495 -1.555 -1.650 9.626

408 47.386 -9.553 -7.979 -8.550 19.202

409 48.640 -7.230 3.817 4.130 11.887



48.530 3.244 3.103 3.351 -10.209

415 48.765 0.503 -0.540 -0.589 -1.620

416 48.734 0.172 -0.698 -0.763 -0.586

417 48.129 4.270 -1.795 -1.904 -13.381

418 47.332 1.212 -8.218 -8.803 -3.805

419 48.129 4.270 -1.795 -1.904 -13.381

420 47.332 1.212 -8.218 -8.803 -3.805

421 48.586 3.535 3.577 3.876 -11.121

426 49.238 -0.035 -0.402 -0.428 0.824

427 49.246 -2.773 -0.319 -0.337 7.974

428 50.094 -1.750 6.246 6.808 5.467

429 41.660 -1.031 -25.966 -27.804 3.255

430 49.292 -10.801 -0.163 -0.174 23.831

431 49.300 -13.538 -0.080 -0.083 30.981

432 50.148 -12.515 6.486 7.062 28.475

433 41.714 -11.796 -25.727 -27.550 26.262

-

Column Number : 839

401 463.586 -265.589 9.348 -0.367 1497.270

402 -17.717 233.506 27.504 122.588 -1423.204

403 161.869 14.196 6.155 9.498 -127.635

404 216.209 -22.179 4.703 8.193 70.103

405 -53.029 239.852 -3.293 -5.075 -1453.852

406 170.746 -8.334 -46.387 -152.510 -4.421

407 -53.029 239.852 -3.293 -5.075 -1453.852

408 170.746 -8.334 -46.387 -152.510 -4.421

409 -65.620 270.504 31.309 131.132 -1624.202

414 -117.811 353.882 20.379 109.511 -2098.732

415 61.775 134.573 -0.970 -3.579 -803.163

416 116.115 98.198 -2.422 -4.883 -605.424

417 -153.123 360.228 -10.418 -18.151 -2129.380



70.652 112.042 -53.512 -165.587 -679.949

419 -153.123 360.228 -10.418 -18.151 -2129.380

420 70.652 112.042 -53.512 -165.587 -679.949

421 -165.714 390.880 24.184 118.056 -2299.729

426 335.903 -28.660 2.061 -15.208 205.856

427 391.081 -261.763 2.406 -11.515 1437.619

428 363.124 -143.893 51.482 132.909 814.294

429 362.193 -147.661 -193.331 -414.791 835.713

430 435.997 -149.036 9.186 -2.131 881.384

431 491.174 -382.139 9.530 1.562 2113.146

432 463.218 -264.269 58.607 145.985 1489.821

433 462.286 -268.038 -186.206 -401.715 1511.241


LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 833

401 537.212 -504.611 0.080 0.201 2430.962

402 76.971 247.923 21.256 40.375 -1265.251

403 364.537 -317.155 -1.189 -3.135 1510.254

404 459.404 -360.825 -1.639 -4.194 1724.753

405 -64.301 409.493 -5.913 -13.989 -2058.743

406 318.135 -199.309 -17.409 -42.263 931.513

407 -64.301 409.493 -5.913 -13.989 -2058.743

408 318.135 -199.309 -17.409 -42.263 931.513

409 -17.945 291.600 31.571 60.197 -1479.825

414 -118.840 581.098 21.030 39.899 -2854.142

415 168.726 16.021 -1.414 -3.611 -78.636

416 263.593 -27.649 -1.865 -4.669 135.862



417 -260.112 742.669 -6.138 -14.465 -3647.634

418 122.324 133.867 -17.634 -42.739 -657.377

419 -260.112 742.669 -6.138 -14.465 -3647.634

420 122.324 133.867 -17.634 -42.739 -657.377

421 -213.756 624.776 31.346 59.722 -3068.716

426 321.850 -66.905 -0.183 -0.312 338.484

427 360.953 -275.965 -0.166 -0.448 1345.657

428 341.141 -171.470 103.742 223.513 841.945

429 341.518 -171.397 -82.782 -215.180 842.206

430 517.661 -400.081 0.042 0.164 1927.375

431 556.764 -609.140 0.060 0.028 2934.548

432 536.952 -504.646 103.967 223.989 2430.836

433 537.329 -504.572 -82.557 -214.704 2431.097

-

Column Number : 920

401 51.417 -13.487 0.009 0.011 30.634

402 50.206 -8.224 3.140 3.385 13.762

403 51.364 -12.193 -0.190 -0.208 26.485

404 51.428 -12.503 -0.256 -0.280 27.481

405 51.208 -7.192 -0.683 -0.750 10.453

406 51.744 -11.456 -2.393 -2.629 24.120

407 51.208 -7.192 -0.683 -0.750 10.453

408 51.744 -11.456 -2.393 -2.629 24.120

409 49.732 -7.873 4.550 4.904 12.638

414 50.109 4.027 3.107 3.350 -12.910

415 51.268 0.058 -0.223 -0.244 -0.187

416 51.332 -0.252 -0.289 -0.315 0.808

417 51.112 5.059 -0.716 -0.786 -16.219

418 51.648 0.796 -2.426 -2.665 -2.552

419 51.112 5.059 -0.716 -0.786 -16.219

420 51.648 0.796 -2.426 -2.665 -2.552



49.636 4.378 4.517 4.868 -14.034

426 51.313 0.022 -0.031 -0.033 0.735

427 51.331 -2.493 -0.027 -0.028 7.188

428 47.361 -0.923 14.504 15.640 2.961

429 52.810 -1.570 -10.222 -11.224 5.032

430 51.409 -12.229 0.002 0.003 27.408

431 51.427 -14.745 0.006 0.008 33.860

432 47.457 -13.174 14.537 15.676 29.634

433 52.906 -13.821 -10.189 -11.188 31.705

-

Column Number : 835

401 548.147 -519.324 -0.332 0.295 2503.197

402 57.749 251.218 1.357 140.578 -1280.921

403 380.016 -332.215 -3.454 -9.574 1584.221

404 477.107 -378.413 -4.616 -12.929 1811.120

405 -37.328 388.380 -11.309 -32.321 -1955.108

406 384.235 -236.567 -41.845 -119.743 1113.976

407 -37.328 388.380 -11.309 -32.321 -1955.108

408 384.235 -236.567 -41.845 -119.743 1113.976

409 -53.125 308.976 0.480 201.513 -1564.488

414 -137.863 584.321 1.044 138.981 -2869.452

415 184.404 0.887 -3.767 -11.171 -4.309

416 281.495 -45.311 -4.929 -14.526 222.590

417 -232.940 721.482 -11.622 -33.918 -3543.638

418 188.623 96.535 -42.158 -121.340 -474.555

419 -232.940 721.482 -11.622 -33.918 -3543.638

420 188.623 96.535 -42.158 -121.340 -474.555

421 -248.737 642.078 0.167 199.916 -3153.019

426 330.256 -70.041 -0.688 -1.740 353.929

427 374.828 -302.345 -0.578 -1.246 1475.118

428 217.982 -95.908 3.216 612.356 471.986



561.685 -282.897 -157.194 -469.027 1388.523

430 525.868 -403.143 -0.375 -0.143 1942.460

431 570.440 -635.447 -0.265 0.351 3063.649

432 413.595 -429.010 3.529 613.953 2060.516

433 757.298 -615.999 -156.881 -467.431 2977.054

-

Column Number : 921

401 51.447 -13.608 -0.030 -0.031 31.014

402 51.886 -8.730 3.825 4.150 15.375

403 51.497 -12.349 -0.609 -0.651 26.974

404 51.599 -12.672 -0.815 -0.873 28.011

405 51.583 -7.346 -1.945 -2.091 10.942

406 53.028 -11.291 -7.260 -7.840 23.585

407 51.583 -7.346 -1.945 -2.091 10.942

408 53.028 -11.291 -7.260 -7.840 23.585

409 52.205 -8.405 5.324 5.767 14.333

414 51.784 3.525 3.756 4.073 -11.302

415 51.396 -0.094 -0.679 -0.728 0.297

416 51.498 -0.417 -0.885 -0.950 1.334

417 51.482 4.909 -2.014 -2.167 -15.734

418 52.926 0.964 -7.330 -7.916 -3.092

419 51.482 4.909 -2.014 -2.167 -15.734

420 52.926 0.964 -7.330 -7.916 -3.092

421 52.103 3.850 5.255 5.690 -12.344

426 51.334 -0.054 -0.116 -0.126 0.979

427 51.354 -2.652 -0.088 -0.096 7.696

428 54.720 -1.362 15.529 16.768 4.362

429 57.304 -1.348 -26.744 -28.858 4.314

430 51.435 -12.309 -0.047 -0.050 27.655

431 51.456 -14.907 -0.019 -0.019 34.372

432 54.822 -13.617 15.598 16.845 31.039



57.406 -13.603 -26.675 -28.781 30.991

-

Column Number : 837

401 557.546 -537.929 -0.048 -1.983 2594.714

402 173.058 103.016 33.096 85.872 -554.260

403 387.307 -360.402 3.082 -23.119 1722.035

404 481.457 -407.753 3.477 -31.276 1954.624

405 -50.650 365.815 4.442 -75.894 -1843.982

406 256.014 -150.044 -3.831 -297.136 689.828

407 -50.650 365.815 4.442 -75.894 -1843.982

408 256.014 -150.044 -3.831 -297.136 689.828

409 92.533 139.346 41.685 110.045 -732.822

414 -22.853 435.745 31.481 82.613 -2141.105

415 191.396 -27.673 1.467 -26.378 135.190

416 285.547 -75.024 1.862 -34.535 367.779

417 -246.561 698.544 2.827 -79.153 -3430.826

418 60.103 182.685 -5.445 -300.395 -897.016

419 -246.561 698.544 2.827 -79.153 -3430.826

420 60.103 182.685 -5.445 -300.395 -897.016

421 -103.377 472.075 40.071 106.786 -2319.667

426 339.589 -88.818 -1.955 -5.894 445.937

427 383.669 -321.638 -1.416 -4.534 1570.079

428 497.779 -297.384 91.693 276.726 1459.801

429 152.421 -105.994 0.947 -1057.663 521.517

430 535.500 -421.547 -0.341 -2.635 2032.782

431 579.580 -654.367 0.199 -1.275 3156.924

432 693.690 -630.113 93.307 279.985 3046.646

433 348.332 -438.723 2.562 -1054.404 2108.362

-

Column Number : 922

401 49.296 -12.169 -0.124 -0.131 27.406



48.584 -7.521 3.342 3.605 12.798

403 48.819 -10.263 -0.301 -0.336 21.388

404 48.788 -10.593 -0.458 -0.509 22.421

405 48.183 -6.495 -1.555 -1.650 9.626

406 47.386 -9.553 -7.979 -8.550 19.202

407 48.183 -6.495 -1.555 -1.650 9.626

408 47.386 -9.553 -7.979 -8.550 19.202

409 48.640 -7.230 3.817 4.130 11.887

414 48.530 3.244 3.103 3.351 -10.209

415 48.765 0.503 -0.540 -0.589 -1.620

416 48.734 0.172 -0.698 -0.763 -0.586

417 48.129 4.270 -1.795 -1.904 -13.381

418 47.332 1.212 -8.218 -8.803 -3.805

419 48.129 4.270 -1.795 -1.904 -13.381

420 47.332 1.212 -8.218 -8.803 -3.805

421 48.586 3.535 3.577 3.876 -11.121

426 49.238 -0.035 -0.402 -0.428 0.824

427 49.246 -2.773 -0.319 -0.337 7.974

428 50.094 -1.750 6.246 6.808 5.467

429 41.660 -1.031 -25.966 -27.804 3.255

430 49.292 -10.801 -0.163 -0.174 23.831

431 49.300 -13.538 -0.080 -0.083 30.981

432 50.148 -12.515 6.486 7.062 28.475

433 41.714 -11.796 -25.727 -27.550 26.262

-

Column Number : 839

401 463.586 -265.589 9.348 -0.367 1497.270

402 -17.717 233.506 27.504 122.588 -1423.204

403 161.869 14.196 6.155 9.498 -127.635

404 216.209 -22.179 4.703 8.193 70.103

405 -53.029 239.852 -3.293 -5.075 -1453.852



170.746 -8.334 -46.387 -152.510 -4.421

407 -53.029 239.852 -3.293 -5.075 -1453.852

408 170.746 -8.334 -46.387 -152.510 -4.421

409 -65.620 270.504 31.309 131.132 -1624.202

414 -117.811 353.882 20.379 109.511 -2098.732

415 61.775 134.573 -0.970 -3.579 -803.163

416 116.115 98.198 -2.422 -4.883 -605.424

417 -153.123 360.228 -10.418 -18.151 -2129.380

418 70.652 112.042 -53.512 -165.587 -679.949

419 -153.123 360.228 -10.418 -18.151 -2129.380

420 70.652 112.042 -53.512 -165.587 -679.949

421 -165.714 390.880 24.184 118.056 -2299.729

426 335.903 -28.660 2.061 -15.208 205.856

427 391.081 -261.763 2.406 -11.515 1437.619

428 363.124 -143.893 51.482 132.909 814.294

429 362.193 -147.661 -193.331 -414.791 835.713

430 435.997 -149.036 9.186 -2.131 881.384

431 491.174 -382.139 9.530 1.562 2113.146

432 463.218 -264.269 58.607 145.985 1489.821

433 462.286 -268.038 -186.206 -401.715 1511.241







corner 1 (q1)

(kN/m^2)


(kN/m^2)


(kN/m^2)


(kN/m^2)


(sq. m)

416 44.5580 41.9032 42.7688 45.4236 0.000

416 44.5580 41.9032 42.7688 45.4236 0.000

431 12.7457 12.4064 83.6282 83.9675 0.000

431 12.7457 12.4064 83.6282 83.9675 0.000



corner 1 (q1)

(kN/m^2)


(kN/m^2)


(kN/m^2)


(kN/m^2)

416 44.5580 41.9032 42.7688 45.4236

416 44.5580 41.9032 42.7688 45.4236



431 12.7457 12.4064 83.6282 83.9675

431 12.7457 12.4064 83.6282 83.9675

------------------------------------------------------



Shear Z (kN)



401 1866.717 8.903 6565.070 3.517 737.418

402 811.188 93.520 5656.112 6.973 60.480

403 1030.380 3.493 6158.449 5.977 1763.332

404 1204.939 0.395 6328.741 5.252 16007.222

405 1382.506 20.257 5408.578 3.912 266.999

406 626.554 127.104 6076.388 9.698 47.807

407 1382.506 20.257 5408.578 3.912 266.999

408 626.554 127.104 6076.388 9.698 47.807

409 986.918 118.736 5488.954 5.562 46.228

414 1965.843 83.901 5312.272 2.702 63.316

415 124.274 6.127 5814.609 46.789 949.050

416 50.284 9.224 5984.901 119.022 648.847

417 2537.161 29.876 5064.738 1.996 169.524

418 528.100 136.723 5732.548 10.855 41.928

419 2537.161 29.876 5064.738 1.996 169.524

420 528.100 136.723 5732.548 10.855 41.928

421 2141.573 109.117 5145.114 2.402 47.152



426 254.491 1.314 6175.485 24.266 4698.702

427 1169.629 0.189 6266.975 5.358 33222.598

428 712.690 286.411 6221.845 8.730 21.723

429 711.898 495.293 6220.540 8.738 12.559

430 1409.146 8.305 6519.325 4.626 784.990

431 2324.284 9.431 6610.815 2.844 700.993

432 1867.345 296.031 6565.685 3.516 22.179

433 1866.553 485.674 6564.380 3.517 13.516



Moment Z (kNm)

Resisting Moment X

(kNm)

Resisting Moment Z


401 10338.093 754.221 52191.356 226490.796 5.048 300.298

402 5013.117 291.261 44965.269 195132.305 8.970 669.958

403 5438.731 2785.993 48958.775 212462.616 9.002 76.261

404 6427.876 3367.924 50312.568 218337.563 7.827 64.829

405 8186.351 71.949 42997.406 186592.520 5.252 2593.415

406 3208.264 3386.303 48306.401 209631.557 15.057 61.906

407 8186.351 71.949 42997.406 186592.520 5.252 2593.415

408 3208.264 3386.303 48306.401 209631.557 15.057 61.906

409 6009.015 644.964 43636.388 189365.464 7.262 293.606

414 11285.688 996.469 42231.792 183270.047 3.742 183.920

415 833.840 1498.263 46225.298 200600.357 55.437 133.889

416 155.305 2080.195 47579.091 206475.304 306.360 99.258

417 14458.923 1215.781 40263.929 174730.262 2.785 143.719



418 3064.308 2098.574 45572.924 197769.298 14.872 94.240

419 14458.923 1215.781 40263.929 174730.262 2.785 143.719

420 3064.308 2098.574 45572.924 197769.298 14.872 94.240

421 12281.586 1932.693 40902.911 177503.206 3.330 91.842

426 1513.463 401.716 49094.211 213050.356 32.438 530.351

427 6617.562 664.694 49821.541 216206.693 7.529 325.273

428 4067.704 3427.349 49462.766 214649.743 12.160 62.629

429 4066.930 4195.808 49452.389 214604.714 12.160 51.147

430 7786.035 886.014 51827.688 224912.614 6.656 253.848

431 12890.133 623.036 52555.018 228068.953 4.077 366.061

432 10340.276 2139.619 52196.242 226512.002 5.048 105.866

433 10339.501 5483.539 52185.866 226466.973 5.047 41.299

------------------------------------------------------

Design for Flexure



















401








Tv< Tc hence, safe



For Column 1



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 2





As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 3



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 4



As Per IS 456 2000 Clause 31.6.3.1



Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 5



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 6



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000




Ks X Tc = 1250.0000 kN/m^2



For Column 7



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2




As Per IS 456 2000 Clause 26.5.2.1











Along width

As Per IS 456 2000 Clause 26.5.2.1







As Per IS 456 2000 Clause 26.5.2.1











Along width

As Per IS 456 2000 Clause 26.5.2.1


















Ø16 @ 275mm o.c.



Ø16 @ 275mm o.c.



Ø16 @ 145mm o.c.



Ø16 @ 275mm o.c.





Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Geometry of Footing

For Column 822










For Column 931






Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity







For Column 824











Column Dimensions

Pedestal

Eccentricity

Column Dimensions


For Column 930










For Column 826






Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity







For Column 929











Column Dimensions

Pedestal

Eccentricity


For Column 828























------------------------------------------------------

Design Calculations












Area, A : 278.250sq m



------------------------------------------------------



401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL

416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL

419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL



426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ

429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z



401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL

416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL

419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL

426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ



429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z


LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 822

401 547.756 520.229 0.395 -0.339 -2507.577

402 -12.712 -274.383 -4.034 -41.272 1395.222

403 473.015 373.498 2.584 6.855 -1786.906

404 377.802 333.705 2.474 6.530 -1591.459

405 -75.876 -404.932 -3.120 -117.112 2036.323

406 319.660 204.940 -0.318 -28.686 -959.105

407 -75.876 -404.932 -3.120 -117.112 2036.323

408 319.660 204.940 -0.318 -28.686 -959.105

409 131.463 -224.045 38.309 108.211 1148.121

414 -208.955 -608.464 -3.634 -40.583 2988.550

415 276.772 39.417 2.983 7.543 -193.579

416 181.558 -0.376 2.874 7.218 1.868

417 -272.120 -739.013 -2.721 -116.423 3629.651

418 123.417 -129.141 0.081 -27.998 634.222

419 -272.120 -739.013 -2.721 -116.423 3629.651

420 123.417 -129.141 0.081 -27.998 634.222

421 -64.780 -558.126 38.708 108.900 2741.448

426 373.373 301.381 0.825 0.438 -1470.330

427 329.563 70.462 0.919 0.120 -355.943

428 526.764 257.796 141.899 419.791 -1265.437



429 235.607 119.866 -4.852 -568.888 -589.359

430 569.616 635.462 0.426 -0.251 -3063.657

431 525.807 404.543 0.519 -0.568 -1949.270

432 723.008 591.877 141.499 419.102 -2858.764

433 431.851 453.947 -5.251 -569.576 -2182.686

-

Column Number : 931

401 51.415 13.490 -0.008 -0.009 -30.644

402 50.852 8.001 -0.816 -0.884 -13.046

403 51.404 12.479 0.134 0.146 -27.402

404 51.352 12.206 0.128 0.140 -26.526

405 50.316 7.135 -2.610 -2.817 -10.270

406 51.115 11.346 -0.670 -0.724 -23.770

407 50.316 7.135 -2.610 -2.817 -10.270

408 51.115 11.346 -0.670 -0.724 -23.770

409 51.553 8.311 2.205 2.425 -14.039

414 50.750 -4.254 -0.808 -0.874 13.637

415 51.302 0.224 0.143 0.156 -0.719

416 51.250 -0.049 0.137 0.150 0.157

417 50.214 -5.120 -2.601 -2.807 16.414

418 51.013 -0.909 -0.661 -0.714 2.913

419 50.214 -5.120 -2.601 -2.807 16.414

420 51.013 -0.909 -0.661 -0.714 2.913

421 51.451 -3.944 2.214 2.435 12.644

426 51.325 2.495 0.002 0.002 -7.193

427 51.298 -0.025 -0.004 -0.004 -0.725

428 52.606 1.483 9.242 10.153 -4.754

429 47.687 1.006 -13.525 -14.589 -3.227

430 51.427 14.750 -0.006 -0.008 -33.876

431 51.401 12.229 -0.013 -0.014 -27.408

432 52.709 13.738 9.233 10.143 -31.437



47.789 13.261 -13.534 -14.599 -29.910

-

Column Number : 824

401 537.001 504.610 -0.044 -0.012 -2430.963

402 -18.096 -289.409 -3.523 -6.909 1468.955

403 459.190 358.623 0.766 2.108 -1713.926

404 364.325 319.359 0.752 2.043 -1521.076

405 -64.580 -409.487 -17.635 -34.526 2058.767

406 317.863 199.322 -5.605 -10.646 -931.469

407 -64.580 -409.487 -17.635 -34.526 2058.767

408 317.863 199.322 -5.605 -10.646 -931.469

409 76.868 -250.138 17.829 42.072 1276.036

414 -213.907 -622.584 -3.477 -6.858 3057.846

415 263.379 25.447 0.813 2.159 -125.034

416 168.514 -13.816 0.799 2.094 67.816

417 -260.391 -742.662 -17.589 -34.475 3647.659

418 122.052 -133.854 -5.559 -10.595 657.423

419 -260.391 -742.662 -17.589 -34.475 3647.659

420 122.052 -133.854 -5.559 -10.595 657.423

421 -118.943 -583.314 17.875 42.123 2864.928

426 360.742 277.340 0.011 0.015 -1352.407

427 321.638 65.529 -0.055 0.063 -331.734

428 341.271 171.407 77.662 200.412 -842.171

429 340.954 171.461 -97.336 -212.088 -841.978

430 556.553 610.516 -0.036 -0.036 -2941.299

431 517.449 398.705 -0.101 0.012 -1920.626

432 537.083 504.582 77.615 200.361 -2431.063

433 536.766 504.636 -97.382 -212.138 -2430.870

-

Column Number : 930

401 51.417 13.436 0.004 0.005 -30.471



51.029 7.949 0.140 0.158 -12.879

403 51.386 12.427 0.035 0.039 -27.237

404 51.335 12.156 0.037 0.041 -26.367

405 51.032 7.119 -0.668 -0.746 -10.219

406 51.331 11.326 -0.345 -0.384 -23.708

407 51.032 7.119 -0.668 -0.746 -10.219

408 51.331 11.326 -0.345 -0.384 -23.708

409 51.152 8.221 1.309 1.461 -13.750

414 50.925 -4.302 0.137 0.154 13.794

415 51.283 0.176 0.032 0.036 -0.564

416 51.231 -0.096 0.034 0.037 0.306

417 50.929 -5.132 -0.671 -0.749 16.454

418 51.227 -0.925 -0.348 -0.387 2.966

419 50.929 -5.132 -0.671 -0.749 16.454

420 51.227 -0.925 -0.348 -0.387 2.966

421 51.049 -4.031 1.306 1.457 12.923

426 51.325 2.412 0.000 0.000 -6.926

427 51.304 -0.043 0.002 0.002 -0.670

428 51.110 1.184 6.696 7.440 -3.797

429 51.234 1.184 -5.354 -5.939 -3.797

430 51.428 14.663 0.003 0.003 -33.599

431 51.408 12.209 0.005 0.005 -27.343

432 51.213 13.435 6.699 7.443 -30.470

433 51.338 13.436 -5.351 -5.936 -30.470

-

Column Number : 826

401 537.001 504.611 0.128 0.301 -2430.961

402 -18.107 -289.403 9.825 18.096 1468.974

403 459.187 358.623 0.173 0.332 -1713.927

404 364.322 319.359 0.255 0.517 -1521.078

405 -64.523 -409.494 -6.889 -15.652 2058.741



317.892 199.311 -5.881 -14.587 -931.508

407 -64.523 -409.494 -6.889 -15.652 2058.741

408 317.892 199.311 -5.881 -14.587 -931.508

409 76.759 -250.124 28.437 55.236 1276.088

414 -213.918 -622.579 9.704 17.839 3057.864

415 263.376 25.447 0.052 0.075 -125.037

416 168.511 -13.817 0.134 0.260 67.813

417 -260.335 -742.670 -7.010 -15.909 3647.631

418 122.081 -133.865 -6.002 -14.844 657.382

419 -260.335 -742.670 -7.010 -15.909 3647.631

420 122.081 -133.865 -6.002 -14.844 657.382

421 -119.052 -583.300 28.316 54.979 2864.978

426 360.741 277.341 0.036 0.014 -1352.405

427 321.638 65.529 -0.049 -0.027 -331.737

428 340.837 171.471 132.416 280.650 -841.943

429 341.277 171.398 -63.126 -167.917 -842.201

430 556.552 610.517 0.157 0.272 -2941.295

431 517.449 398.704 0.072 0.231 -1920.628

432 536.648 504.647 132.537 280.907 -2430.833

433 537.088 504.574 -63.005 -167.660 -2431.092

-

Column Number : 929

401 51.415 13.486 0.019 0.022 -30.632

402 50.569 7.953 1.662 1.787 -12.891

403 51.383 12.481 -0.007 -0.007 -27.408

404 51.329 12.209 0.008 0.009 -26.537

405 51.184 7.198 -0.654 -0.719 -10.470

406 51.466 11.442 -0.858 -0.941 -24.078

407 51.184 7.198 -0.654 -0.719 -10.470

408 51.466 11.442 -0.858 -0.941 -24.078

409 49.990 8.184 3.958 4.264 -13.632



50.470 -4.298 1.641 1.765 13.780

415 51.285 0.230 -0.028 -0.029 -0.737

416 51.231 -0.042 -0.013 -0.013 0.134

417 51.086 -5.053 -0.675 -0.742 16.202

418 51.368 -0.809 -0.879 -0.963 2.593

419 51.086 -5.053 -0.675 -0.742 16.202

420 51.368 -0.809 -0.879 -0.963 2.593

421 49.892 -4.067 3.937 4.242 13.040

426 51.326 2.490 0.001 0.002 -7.176

427 51.308 -0.018 -0.009 -0.009 -0.748

428 46.092 0.919 18.729 20.192 -2.948

429 52.414 1.558 -7.832 -8.596 -4.995

430 51.424 14.741 0.021 0.025 -33.848

431 51.407 12.233 0.012 0.013 -27.419

432 46.190 13.170 18.750 20.214 -29.619

433 52.512 13.809 -7.811 -8.573 -31.666

-

Column Number : 828

401 547.295 519.122 -0.006 0.950 -2502.142

402 -26.140 -288.325 -1.588 75.509 1463.595

403 470.645 374.092 -0.581 -0.783 -1789.799

404 375.330 334.705 -0.293 0.020 -1596.348

405 -39.330 -386.877 -10.532 -29.246 1947.860

406 354.251 232.740 -15.234 -43.255 -1095.351

407 -39.330 -386.877 -10.532 -29.246 1947.860

408 354.251 232.740 -15.234 -43.255 -1095.351

409 48.172 -260.812 -1.920 171.623 1328.342

414 -221.731 -621.323 -1.581 74.586 3051.615

415 275.054 41.094 -0.573 -1.705 -201.778

416 179.739 1.707 -0.286 -0.903 -8.327

417 -234.921 -719.875 -10.525 -30.168 3535.881



158.660 -100.259 -15.227 -44.178 492.670

419 -234.921 -719.875 -10.525 -30.168 3535.881

420 158.660 -100.259 -15.227 -44.178 492.670

421 -147.419 -593.810 -1.912 170.700 2916.363

426 372.858 299.920 -0.028 0.192 -1463.152

427 330.870 72.595 -0.199 -0.490 -366.395

428 188.130 94.714 1.648 796.733 -466.066

429 514.897 279.561 -118.035 -354.386 -1372.113

430 568.449 632.918 -0.036 1.114 -3051.173

431 526.461 405.593 -0.206 0.433 -1954.416

432 383.721 427.713 1.641 797.656 -2054.087

433 710.488 612.559 -118.042 -353.464 -2960.135


LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 822

401 547.756 520.229 0.395 -0.339 -2507.577

402 -12.712 -274.383 -4.034 -41.272 1395.222

403 473.015 373.498 2.584 6.855 -1786.906

404 377.802 333.705 2.474 6.530 -1591.459

405 -75.876 -404.932 -3.120 -117.112 2036.323

406 319.660 204.940 -0.318 -28.686 -959.105

407 -75.876 -404.932 -3.120 -117.112 2036.323

408 319.660 204.940 -0.318 -28.686 -959.105

409 131.463 -224.045 38.309 108.211 1148.121

414 -208.955 -608.464 -3.634 -40.583 2988.550

415 276.772 39.417 2.983 7.543 -193.579

416 181.558 -0.376 2.874 7.218 1.868



417 -272.120 -739.013 -2.721 -116.423 3629.651

418 123.417 -129.141 0.081 -27.998 634.222

419 -272.120 -739.013 -2.721 -116.423 3629.651

420 123.417 -129.141 0.081 -27.998 634.222

421 -64.780 -558.126 38.708 108.900 2741.448

426 373.373 301.381 0.825 0.438 -1470.330

427 329.563 70.462 0.919 0.120 -355.943

428 526.764 257.796 141.899 419.791 -1265.437

429 235.607 119.866 -4.852 -568.888 -589.359

430 569.616 635.462 0.426 -0.251 -3063.657

431 525.807 404.543 0.519 -0.568 -1949.270

432 723.008 591.877 141.499 419.102 -2858.764

433 431.851 453.947 -5.251 -569.576 -2182.686

-

Column Number : 931

401 51.415 13.490 -0.008 -0.009 -30.644

402 50.852 8.001 -0.816 -0.884 -13.046

403 51.404 12.479 0.134 0.146 -27.402

404 51.352 12.206 0.128 0.140 -26.526

405 50.316 7.135 -2.610 -2.817 -10.270

406 51.115 11.346 -0.670 -0.724 -23.770

407 50.316 7.135 -2.610 -2.817 -10.270

408 51.115 11.346 -0.670 -0.724 -23.770

409 51.553 8.311 2.205 2.425 -14.039

414 50.750 -4.254 -0.808 -0.874 13.637

415 51.302 0.224 0.143 0.156 -0.719

416 51.250 -0.049 0.137 0.150 0.157

417 50.214 -5.120 -2.601 -2.807 16.414

418 51.013 -0.909 -0.661 -0.714 2.913

419 50.214 -5.120 -2.601 -2.807 16.414

420 51.013 -0.909 -0.661 -0.714 2.913



51.451 -3.944 2.214 2.435 12.644

426 51.325 2.495 0.002 0.002 -7.193

427 51.298 -0.025 -0.004 -0.004 -0.725

428 52.606 1.483 9.242 10.153 -4.754

429 47.687 1.006 -13.525 -14.589 -3.227

430 51.427 14.750 -0.006 -0.008 -33.876

431 51.401 12.229 -0.013 -0.014 -27.408

432 52.709 13.738 9.233 10.143 -31.437

433 47.789 13.261 -13.534 -14.599 -29.910

-

Column Number : 824

401 537.001 504.610 -0.044 -0.012 -2430.963

402 -18.096 -289.409 -3.523 -6.909 1468.955

403 459.190 358.623 0.766 2.108 -1713.926

404 364.325 319.359 0.752 2.043 -1521.076

405 -64.580 -409.487 -17.635 -34.526 2058.767

406 317.863 199.322 -5.605 -10.646 -931.469

407 -64.580 -409.487 -17.635 -34.526 2058.767

408 317.863 199.322 -5.605 -10.646 -931.469

409 76.868 -250.138 17.829 42.072 1276.036

414 -213.907 -622.584 -3.477 -6.858 3057.846

415 263.379 25.447 0.813 2.159 -125.034

416 168.514 -13.816 0.799 2.094 67.816

417 -260.391 -742.662 -17.589 -34.475 3647.659

418 122.052 -133.854 -5.559 -10.595 657.423

419 -260.391 -742.662 -17.589 -34.475 3647.659

420 122.052 -133.854 -5.559 -10.595 657.423

421 -118.943 -583.314 17.875 42.123 2864.928

426 360.742 277.340 0.011 0.015 -1352.407

427 321.638 65.529 -0.055 0.063 -331.734

428 341.271 171.407 77.662 200.412 -842.171



340.954 171.461 -97.336 -212.088 -841.978

430 556.553 610.516 -0.036 -0.036 -2941.299

431 517.449 398.705 -0.101 0.012 -1920.626

432 537.083 504.582 77.615 200.361 -2431.063

433 536.766 504.636 -97.382 -212.138 -2430.870

-

Column Number : 930

401 51.417 13.436 0.004 0.005 -30.471

402 51.029 7.949 0.140 0.158 -12.879

403 51.386 12.427 0.035 0.039 -27.237

404 51.335 12.156 0.037 0.041 -26.367

405 51.032 7.119 -0.668 -0.746 -10.219

406 51.331 11.326 -0.345 -0.384 -23.708

407 51.032 7.119 -0.668 -0.746 -10.219

408 51.331 11.326 -0.345 -0.384 -23.708

409 51.152 8.221 1.309 1.461 -13.750

414 50.925 -4.302 0.137 0.154 13.794

415 51.283 0.176 0.032 0.036 -0.564

416 51.231 -0.096 0.034 0.037 0.306

417 50.929 -5.132 -0.671 -0.749 16.454

418 51.227 -0.925 -0.348 -0.387 2.966

419 50.929 -5.132 -0.671 -0.749 16.454

420 51.227 -0.925 -0.348 -0.387 2.966

421 51.049 -4.031 1.306 1.457 12.923

426 51.325 2.412 0.000 0.000 -6.926

427 51.304 -0.043 0.002 0.002 -0.670

428 51.110 1.184 6.696 7.440 -3.797

429 51.234 1.184 -5.354 -5.939 -3.797

430 51.428 14.663 0.003 0.003 -33.599

431 51.408 12.209 0.005 0.005 -27.343

432 51.213 13.435 6.699 7.443 -30.470



51.338 13.436 -5.351 -5.936 -30.470

-

Column Number : 826

401 537.001 504.611 0.128 0.301 -2430.961

402 -18.107 -289.403 9.825 18.096 1468.974

403 459.187 358.623 0.173 0.332 -1713.927

404 364.322 319.359 0.255 0.517 -1521.078

405 -64.523 -409.494 -6.889 -15.652 2058.741

406 317.892 199.311 -5.881 -14.587 -931.508

407 -64.523 -409.494 -6.889 -15.652 2058.741

408 317.892 199.311 -5.881 -14.587 -931.508

409 76.759 -250.124 28.437 55.236 1276.088

414 -213.918 -622.579 9.704 17.839 3057.864

415 263.376 25.447 0.052 0.075 -125.037

416 168.511 -13.817 0.134 0.260 67.813

417 -260.335 -742.670 -7.010 -15.909 3647.631

418 122.081 -133.865 -6.002 -14.844 657.382

419 -260.335 -742.670 -7.010 -15.909 3647.631

420 122.081 -133.865 -6.002 -14.844 657.382

421 -119.052 -583.300 28.316 54.979 2864.978

426 360.741 277.341 0.036 0.014 -1352.405

427 321.638 65.529 -0.049 -0.027 -331.737

428 340.837 171.471 132.416 280.650 -841.943

429 341.277 171.398 -63.126 -167.917 -842.201

430 556.552 610.517 0.157 0.272 -2941.295

431 517.449 398.704 0.072 0.231 -1920.628

432 536.648 504.647 132.537 280.907 -2430.833

433 537.088 504.574 -63.005 -167.660 -2431.092

-

Column Number : 929

401 51.415 13.486 0.019 0.022 -30.632



50.569 7.953 1.662 1.787 -12.891

403 51.383 12.481 -0.007 -0.007 -27.408

404 51.329 12.209 0.008 0.009 -26.537

405 51.184 7.198 -0.654 -0.719 -10.470

406 51.466 11.442 -0.858 -0.941 -24.078

407 51.184 7.198 -0.654 -0.719 -10.470

408 51.466 11.442 -0.858 -0.941 -24.078

409 49.990 8.184 3.958 4.264 -13.632

414 50.470 -4.298 1.641 1.765 13.780

415 51.285 0.230 -0.028 -0.029 -0.737

416 51.231 -0.042 -0.013 -0.013 0.134

417 51.086 -5.053 -0.675 -0.742 16.202

418 51.368 -0.809 -0.879 -0.963 2.593

419 51.086 -5.053 -0.675 -0.742 16.202

420 51.368 -0.809 -0.879 -0.963 2.593

421 49.892 -4.067 3.937 4.242 13.040

426 51.326 2.490 0.001 0.002 -7.176

427 51.308 -0.018 -0.009 -0.009 -0.748

428 46.092 0.919 18.729 20.192 -2.948

429 52.414 1.558 -7.832 -8.596 -4.995

430 51.424 14.741 0.021 0.025 -33.848

431 51.407 12.233 0.012 0.013 -27.419

432 46.190 13.170 18.750 20.214 -29.619

433 52.512 13.809 -7.811 -8.573 -31.666

-

Column Number : 828

401 547.295 519.122 -0.006 0.950 -2502.142

402 -26.140 -288.325 -1.588 75.509 1463.595

403 470.645 374.092 -0.581 -0.783 -1789.799

404 375.330 334.705 -0.293 0.020 -1596.348

405 -39.330 -386.877 -10.532 -29.246 1947.860



354.251 232.740 -15.234 -43.255 -1095.351

407 -39.330 -386.877 -10.532 -29.246 1947.860

408 354.251 232.740 -15.234 -43.255 -1095.351

409 48.172 -260.812 -1.920 171.623 1328.342

414 -221.731 -621.323 -1.581 74.586 3051.615

415 275.054 41.094 -0.573 -1.705 -201.778

416 179.739 1.707 -0.286 -0.903 -8.327

417 -234.921 -719.875 -10.525 -30.168 3535.881

418 158.660 -100.259 -15.227 -44.178 492.670

419 -234.921 -719.875 -10.525 -30.168 3535.881

420 158.660 -100.259 -15.227 -44.178 492.670

421 -147.419 -593.810 -1.912 170.700 2916.363

426 372.858 299.920 -0.028 0.192 -1463.152

427 330.870 72.595 -0.199 -0.490 -366.395

428 188.130 94.714 1.648 796.733 -466.066

429 514.897 279.561 -118.035 -354.386 -1372.113

430 568.449 632.918 -0.036 1.114 -3051.173

431 526.461 405.593 -0.206 0.433 -1954.416

432 383.721 427.713 1.641 797.656 -2054.087

433 710.488 612.559 -118.042 -353.464 -2960.135







corner 1 (q1)

(kN/m^2)


(kN/m^2)


(kN/m^2)


(kN/m^2)


(sq. m)

416 42.3292 42.3090 43.1172 43.1374 0.000

416 42.3292 42.3090 43.1172 43.1374 0.000

430 11.6222 10.6379 84.7413 85.7255 0.000

430 11.6222 10.6379 84.7413 85.7255 0.000



corner 1 (q1)

(kN/m^2)


(kN/m^2)


(kN/m^2)


(kN/m^2)

416 42.3292 42.3090 43.1172 43.1374

416 42.3292 42.3090 43.1172 43.1374



430 11.6222 10.6379 84.7413 85.7255

430 11.6222 10.6379 84.7413 85.7255

------------------------------------------------------



Shear Z (kN)



401 2088.985 0.489 6677.292 3.196 13651.839

402 1117.617 1.665 5554.340 4.970 3335.485

403 1502.222 3.104 6523.747 4.343 2101.526

404 1343.699 3.361 6333.538 4.714 1884.204

405 1589.338 42.108 5469.753 3.442 129.899

406 870.426 28.913 6247.430 7.177 216.079

407 1589.338 42.108 5469.753 3.442 129.899

408 870.426 28.913 6247.430 7.177 216.079

409 960.404 90.126 5758.621 5.996 63.895

414 2487.804 1.983 5162.459 2.075 2603.922

415 132.035 3.422 6131.867 46.441 1792.088

416 26.488 3.679 5941.658 224.312 1615.140

417 2959.526 41.791 5077.873 1.716 121.508

418 499.761 28.595 5855.550 11.717 204.773

419 2959.526 41.791 5077.873 1.716 121.508

420 499.761 28.595 5855.550 11.717 204.773

421 2330.591 90.443 5366.740 2.303 59.338



426 1163.379 0.846 6326.486 5.438 7479.283

427 274.029 0.604 6244.451 22.788 10333.398

428 698.974 388.292 6289.047 8.998 16.197

429 746.035 310.059 6307.677 8.455 20.343

430 2533.566 0.529 6718.367 2.652 12711.467

431 1644.216 0.287 6636.332 4.036 23126.572

432 2069.161 387.974 6680.928 3.229 17.220

433 2116.222 310.376 6699.558 3.166 21.585



Moment Z (kNm)

Resisting Moment X

(kNm)

Resisting Moment Z


401 11331.897 5.672 53083.498 233700.943 4.684 41200.016

402 6490.087 156.727 44156.192 194398.334 6.804 1240.365

403 8070.720 25.060 51862.843 228326.986 6.426 9111.245

404 7189.657 25.826 50350.710 221669.798 7.003 8583.301

405 9111.918 328.741 43483.742 191437.865 4.772 582.336

406 4559.211 404.335 49666.163 218656.069 10.894 540.780

407 9111.918 328.741 43483.742 191437.865 4.772 582.336

408 4559.211 404.335 49666.163 218656.069 10.894 540.780

409 5616.334 821.189 45780.197 201548.043 8.151 245.434

414 13826.862 147.145 41040.798 180682.766 2.968 1227.921

415 733.944 15.478 48747.449 214611.417 66.419 13865.650

416 147.119 16.244 47235.317 207954.230 321.068 12801.919

417 16448.694 338.323 40368.349 177722.296 2.454 525.304



418 2777.565 413.917 46550.770 204940.502 16.760 495.125

419 16448.694 338.323 40368.349 177722.296 2.454 525.304

420 2777.565 413.917 46550.770 204940.502 16.760 495.125

421 12953.109 811.608 42664.804 187832.476 3.294 231.433

426 6421.726 6.499 50294.643 221422.964 7.832 34071.342

427 1567.469 19.748 49642.481 218551.811 31.670 11066.766

428 3885.017 3156.993 49997.010 220112.629 12.869 69.722

429 4146.403 2702.630 50145.116 220764.666 12.094 81.685

430 13758.501 16.081 53410.037 235138.534 3.882 14622.321

431 8904.245 10.166 52757.875 232267.380 5.925 22846.544

432 11221.793 3166.575 53112.403 233828.196 4.733 73.843

433 11483.179 2693.049 53260.509 234480.236 4.638 87.069

------------------------------------------------------

Design for Flexure



















401








Tv< Tc hence, safe



For Column 1



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 2





As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 3



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 4



As Per IS 456 2000 Clause 31.6.3.1



Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 5



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 6



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000




Ks X Tc = 1250.0000 kN/m^2



For Column 7



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2




As Per IS 456 2000 Clause 26.5.2.1











Along width

As Per IS 456 2000 Clause 26.5.2.1







As Per IS 456 2000 Clause 26.5.2.1











Along width

As Per IS 456 2000 Clause 26.5.2.1


















Ø16 @ 220mm o.c.



Ø16 @ 275mm o.c.



Ø16 @ 140mm o.c.



Ø16 @ 280mm o.c.





Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Geometry of Footing

For Column 834










For Column 925






Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity







For Column 836











Column Dimensions

Pedestal

Eccentricity

Column Dimensions


For Column 924










For Column 838






Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity







For Column 923











Column Dimensions

Pedestal

Eccentricity


For Column 840























------------------------------------------------------

Design Calculations












Area, A : 274.275sq m



------------------------------------------------------



401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL

416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL

419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL



426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ

429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z



401 DL+CL+LL

402 DL+CL+LL+WL

403 DL+CL+LL+WL

404 DL+CL+LL+WL

405 DL+CL+LL+WL

406 DL+CL+LL+WL

407 DL+CL+LL+WL

408 DL+CL+LL+WL

409 DL+CL+LL+WL

414 DL+CL+WL

415 DL+CL+WL

416 DL+CL+WL

417 DL+CL+WL

418 DL+CL+WL

419 DL+CL+WL

420 DL+CL+WL

421 DL+CL+WL

426 DL+CL+SX

427 DL+CL+S-X

428 DL+CL+SZ



429 DL+CL+S-Z

430 DL+CL+LL+SX

431 DL+CL+LL+S-X

432 DL+CL+LL+SZ

433 DL+CL+LL+S-Z


LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 834

401 537.001 504.610 0.094 0.237 -2430.962

402 -18.132 -289.400 21.660 41.254 1468.985

403 459.193 358.621 -1.648 -4.249 -1713.931

404 364.326 319.359 -1.193 -3.163 -1521.078

405 -64.512 -409.494 -5.835 -13.857 2058.741

406 317.922 199.308 -16.894 -41.065 -931.516

407 -64.512 -409.494 -5.835 -13.857 2058.741

408 317.922 199.308 -16.894 -41.065 -931.516

409 76.741 -250.122 29.481 56.324 1276.095

414 -213.943 -622.576 21.428 40.765 3057.875

415 263.382 25.446 -1.880 -4.738 -125.040

416 168.515 -13.817 -1.425 -3.652 67.812

417 -260.323 -742.670 -6.066 -14.346 3647.631

418 122.111 -133.867 -17.126 -41.555 657.375

419 -260.323 -742.670 -6.066 -14.346 3647.631

420 122.111 -133.867 -17.126 -41.555 657.375

421 -119.070 -583.298 29.249 55.834 2864.985

426 360.741 277.339 0.024 -0.034 -1352.410

427 321.639 65.530 -0.284 -0.520 -331.732

428 340.917 171.472 107.398 229.811 -841.940



429 341.303 171.394 -83.079 -214.773 -842.214

430 556.552 610.515 0.256 0.456 -2941.301

431 517.450 398.706 -0.053 -0.031 -1920.623

432 536.728 504.648 107.630 230.300 -2430.830

433 537.113 504.570 -82.848 -214.284 -2431.105

-

Column Number : 925

401 51.417 13.488 0.011 0.013 -30.636

402 50.135 7.925 3.206 3.457 -12.804

403 51.428 12.490 -0.258 -0.282 -27.438

404 51.364 12.210 -0.192 -0.209 -26.540

405 51.206 7.198 -0.675 -0.741 -10.471

406 51.730 11.461 -2.321 -2.550 -24.138

407 51.206 7.198 -0.675 -0.741 -10.471

408 51.730 11.461 -2.321 -2.550 -24.138

409 49.879 8.166 4.246 4.577 -13.575

414 50.039 -4.325 3.173 3.420 13.866

415 51.332 0.239 -0.291 -0.319 -0.768

416 51.268 -0.041 -0.225 -0.246 0.131

417 51.110 -5.053 -0.708 -0.777 16.200

418 51.634 -0.789 -2.355 -2.587 2.532

419 51.110 -5.053 -0.708 -0.777 16.200

420 51.634 -0.789 -2.355 -2.587 2.532

421 49.783 -4.085 4.213 4.540 13.096

426 51.323 2.503 0.001 0.002 -7.220

427 51.314 -0.030 -0.040 -0.043 -0.710

428 47.183 0.911 15.040 16.217 -2.922

429 52.804 1.591 -10.180 -11.179 -5.100

430 51.419 14.754 0.035 0.039 -33.890

431 51.410 12.221 -0.006 -0.006 -27.381

432 47.279 13.161 15.073 16.253 -29.592



52.900 13.842 -10.146 -11.142 -31.771

-

Column Number : 836

401 547.465 519.519 -0.335 0.372 -2504.150

402 -39.271 -296.199 1.209 143.387 1501.837

403 476.584 376.793 -4.661 -13.013 -1803.156

404 379.504 334.970 -3.497 -9.646 -1597.745

405 -37.786 -386.809 -11.169 -31.882 1947.407

406 382.374 238.174 -40.594 -116.100 -1121.853

407 -37.786 -386.809 -11.169 -31.882 1947.407

408 382.374 238.174 -40.594 -116.100 -1121.853

409 43.878 -265.922 0.892 188.174 1353.015

414 -234.833 -629.145 0.900 141.757 3089.601

415 281.023 43.847 -4.970 -14.643 -215.392

416 183.943 2.025 -3.805 -11.276 -9.982

417 -233.347 -719.755 -11.478 -33.512 3535.171

418 186.813 -94.772 -40.903 -117.730 465.911

419 -233.347 -719.755 -11.478 -33.512 3535.171

420 186.813 -94.772 -40.903 -117.730 465.911

421 -151.684 -598.868 0.583 186.545 2940.778

426 373.877 303.844 -0.565 -0.052 -1482.477

427 329.925 69.167 -0.897 -2.177 -349.630

428 212.222 92.318 2.527 636.392 -454.391

429 561.701 289.021 -156.790 -467.109 -1418.539

430 569.438 636.790 -0.256 1.578 -3070.240

431 525.487 402.113 -0.588 -0.547 -1937.393

432 407.784 425.263 2.835 638.022 -2042.155

433 757.263 621.967 -156.481 -465.480 -3006.303

-

Column Number : 924

401 51.447 13.607 -0.028 -0.029 -31.011



51.856 8.421 3.885 4.214 -14.385

403 51.600 12.656 -0.821 -0.879 -27.959

404 51.499 12.363 -0.615 -0.658 -27.019

405 51.577 7.347 -1.918 -2.062 -10.944

406 52.974 11.290 -7.039 -7.601 -23.581

407 51.577 7.347 -1.918 -2.062 -10.944

408 52.974 11.290 -7.039 -7.601 -23.581

409 52.165 8.715 5.011 5.429 -15.327

414 51.754 -3.834 3.815 4.136 12.290

415 51.498 0.401 -0.891 -0.957 -1.284

416 51.397 0.108 -0.685 -0.735 -0.344

417 51.475 -4.908 -1.988 -2.139 15.731

418 52.872 -0.965 -7.108 -7.678 3.094

419 51.475 -4.908 -1.988 -2.139 15.731

420 52.872 -0.965 -7.108 -7.678 3.094

421 52.063 -3.540 4.941 5.351 11.348

426 51.359 2.661 -0.056 -0.062 -7.725

427 51.342 0.044 -0.147 -0.160 -0.946

428 54.873 1.365 16.112 17.396 -4.371

429 57.290 1.345 -26.653 -28.760 -4.305

430 51.461 14.916 0.014 0.016 -34.400

431 51.444 12.298 -0.077 -0.083 -27.621

432 54.975 13.620 16.181 17.473 -31.046

433 57.392 13.599 -26.583 -28.683 -30.980

-

Column Number : 838

401 555.832 537.458 -0.075 -1.987 -2592.406

402 74.337 -147.335 33.322 86.277 771.972

403 478.736 404.677 3.456 -31.559 -1939.530

404 384.559 361.714 3.116 -23.380 -1728.482

405 -53.379 -367.264 4.441 -74.858 1851.083



255.815 148.087 -4.004 -288.270 -680.233

407 -53.379 -367.264 4.441 -74.858 1851.083

408 255.815 148.087 -4.004 -288.270 -680.233

409 182.526 -92.637 39.965 105.744 503.392

414 -121.590 -480.082 31.712 83.034 2358.905

415 282.809 71.930 1.846 -34.802 -352.598

416 188.633 28.967 1.506 -26.623 -141.550

417 -249.306 -700.011 2.831 -78.101 3438.016

418 59.888 -184.660 -5.614 -291.513 906.699

419 -249.306 -700.011 2.831 -78.101 3438.016

420 59.888 -184.660 -5.614 -291.513 906.699

421 -13.400 -425.384 38.355 102.500 2090.324

426 382.253 322.807 -1.263 -3.917 -1575.821

427 337.566 86.745 -1.979 -7.279 -435.766

428 501.283 301.736 94.968 285.514 -1481.138

429 149.973 99.030 0.875 -1054.521 -487.373

430 578.180 655.554 0.347 -0.674 -3162.754

431 533.493 419.492 -0.369 -4.036 -2022.699

432 697.209 634.483 96.578 288.757 -3068.070

433 345.900 431.777 2.485 -1051.278 -2074.305

-

Column Number : 923

401 49.297 12.169 -0.128 -0.135 -27.404

402 48.554 7.198 3.307 3.576 -11.788

403 48.790 10.583 -0.472 -0.522 -22.388

404 48.818 10.269 -0.309 -0.342 -21.407

405 48.192 6.489 -1.533 -1.625 -9.608

406 47.457 9.547 -7.774 -8.329 -19.183

407 48.192 6.489 -1.533 -1.625 -9.608

408 47.457 9.547 -7.774 -8.329 -19.183

409 48.659 7.561 3.768 4.071 -12.920



48.500 -3.568 3.069 3.324 11.222

415 48.736 -0.183 -0.710 -0.774 0.622

416 48.764 -0.497 -0.547 -0.594 1.602

417 48.138 -4.277 -1.771 -1.877 13.402

418 47.403 -1.219 -8.012 -8.581 3.826

419 48.138 -4.277 -1.771 -1.877 13.402

420 47.403 -1.219 -8.012 -8.581 3.826

421 48.605 -3.205 3.530 3.819 10.090

426 49.248 2.779 -0.306 -0.323 -7.993

427 49.230 0.027 -0.442 -0.470 -0.798

428 50.138 1.765 6.402 6.978 -5.511

429 41.689 1.007 -25.905 -27.739 -3.181

430 49.303 13.545 -0.068 -0.070 -31.002

431 49.284 10.793 -0.204 -0.218 -23.808

432 50.192 12.530 6.640 7.231 -28.520

433 41.743 11.773 -25.667 -27.486 -26.191

-

Column Number : 840

401 461.763 265.819 9.338 -0.598 -1498.521

402 -53.525 -270.828 27.510 121.390 1626.050

403 227.302 22.385 4.644 7.910 -71.188

404 172.983 -13.873 6.111 9.536 125.850

405 -41.994 -239.951 -3.103 -4.650 1454.398

406 180.665 8.629 -44.773 -149.623 2.825

407 -41.994 -239.951 -3.103 -4.650 1454.398

408 180.665 8.629 -44.773 -149.623 2.825

409 -5.391 -233.567 30.702 131.041 1423.439

414 -153.655 -391.320 20.391 108.386 2302.206

415 127.172 -98.107 -2.475 -5.094 604.967

416 72.853 -134.365 -1.008 -3.467 802.005

417 -142.124 -360.443 -10.222 -17.654 2130.553



80.535 -111.862 -51.892 -162.627 678.981

419 -142.124 -360.443 -10.222 -17.654 2130.553

420 80.535 -111.862 -51.892 -162.627 678.981

421 -105.521 -354.059 23.583 118.038 2099.594

426 389.234 262.094 2.507 -11.308 -1439.507

427 334.029 28.562 1.792 -16.084 -205.230

428 361.170 143.252 52.797 134.915 -810.833

429 360.413 148.369 -192.791 -414.446 -839.527

430 489.364 382.586 9.626 1.695 -2115.663

431 434.159 149.054 8.911 -3.080 -881.385

432 461.300 263.744 59.916 147.919 -1486.988

433 460.543 268.861 -185.672 -401.442 -1515.682


LC Axial (kN)

Shear X (kN)

Shear Z (kN)

Moment X (kNm)

Moment Z (kNm)

-

Column Number : 834

401 537.001 504.610 0.094 0.237 -2430.962

402 -18.132 -289.400 21.660 41.254 1468.985

403 459.193 358.621 -1.648 -4.249 -1713.931

404 364.326 319.359 -1.193 -3.163 -1521.078

405 -64.512 -409.494 -5.835 -13.857 2058.741

406 317.922 199.308 -16.894 -41.065 -931.516

407 -64.512 -409.494 -5.835 -13.857 2058.741

408 317.922 199.308 -16.894 -41.065 -931.516

409 76.741 -250.122 29.481 56.324 1276.095

414 -213.943 -622.576 21.428 40.765 3057.875

415 263.382 25.446 -1.880 -4.738 -125.040

416 168.515 -13.817 -1.425 -3.652 67.812



417 -260.323 -742.670 -6.066 -14.346 3647.631

418 122.111 -133.867 -17.126 -41.555 657.375

419 -260.323 -742.670 -6.066 -14.346 3647.631

420 122.111 -133.867 -17.126 -41.555 657.375

421 -119.070 -583.298 29.249 55.834 2864.985

426 360.741 277.339 0.024 -0.034 -1352.410

427 321.639 65.530 -0.284 -0.520 -331.732

428 340.917 171.472 107.398 229.811 -841.940

429 341.303 171.394 -83.079 -214.773 -842.214

430 556.552 610.515 0.256 0.456 -2941.301

431 517.450 398.706 -0.053 -0.031 -1920.623

432 536.728 504.648 107.630 230.300 -2430.830

433 537.113 504.570 -82.848 -214.284 -2431.105

-

Column Number : 925

401 51.417 13.488 0.011 0.013 -30.636

402 50.135 7.925 3.206 3.457 -12.804

403 51.428 12.490 -0.258 -0.282 -27.438

404 51.364 12.210 -0.192 -0.209 -26.540

405 51.206 7.198 -0.675 -0.741 -10.471

406 51.730 11.461 -2.321 -2.550 -24.138

407 51.206 7.198 -0.675 -0.741 -10.471

408 51.730 11.461 -2.321 -2.550 -24.138

409 49.879 8.166 4.246 4.577 -13.575

414 50.039 -4.325 3.173 3.420 13.866

415 51.332 0.239 -0.291 -0.319 -0.768

416 51.268 -0.041 -0.225 -0.246 0.131

417 51.110 -5.053 -0.708 -0.777 16.200

418 51.634 -0.789 -2.355 -2.587 2.532

419 51.110 -5.053 -0.708 -0.777 16.200

420 51.634 -0.789 -2.355 -2.587 2.532



49.783 -4.085 4.213 4.540 13.096

426 51.323 2.503 0.001 0.002 -7.220

427 51.314 -0.030 -0.040 -0.043 -0.710

428 47.183 0.911 15.040 16.217 -2.922

429 52.804 1.591 -10.180 -11.179 -5.100

430 51.419 14.754 0.035 0.039 -33.890

431 51.410 12.221 -0.006 -0.006 -27.381

432 47.279 13.161 15.073 16.253 -29.592

433 52.900 13.842 -10.146 -11.142 -31.771

-

Column Number : 836

401 547.465 519.519 -0.335 0.372 -2504.150

402 -39.271 -296.199 1.209 143.387 1501.837

403 476.584 376.793 -4.661 -13.013 -1803.156

404 379.504 334.970 -3.497 -9.646 -1597.745

405 -37.786 -386.809 -11.169 -31.882 1947.407

406 382.374 238.174 -40.594 -116.100 -1121.853

407 -37.786 -386.809 -11.169 -31.882 1947.407

408 382.374 238.174 -40.594 -116.100 -1121.853

409 43.878 -265.922 0.892 188.174 1353.015

414 -234.833 -629.145 0.900 141.757 3089.601

415 281.023 43.847 -4.970 -14.643 -215.392

416 183.943 2.025 -3.805 -11.276 -9.982

417 -233.347 -719.755 -11.478 -33.512 3535.171

418 186.813 -94.772 -40.903 -117.730 465.911

419 -233.347 -719.755 -11.478 -33.512 3535.171

420 186.813 -94.772 -40.903 -117.730 465.911

421 -151.684 -598.868 0.583 186.545 2940.778

426 373.877 303.844 -0.565 -0.052 -1482.477

427 329.925 69.167 -0.897 -2.177 -349.630

428 212.222 92.318 2.527 636.392 -454.391



561.701 289.021 -156.790 -467.109 -1418.539

430 569.438 636.790 -0.256 1.578 -3070.240

431 525.487 402.113 -0.588 -0.547 -1937.393

432 407.784 425.263 2.835 638.022 -2042.155

433 757.263 621.967 -156.481 -465.480 -3006.303

-

Column Number : 924

401 51.447 13.607 -0.028 -0.029 -31.011

402 51.856 8.421 3.885 4.214 -14.385

403 51.600 12.656 -0.821 -0.879 -27.959

404 51.499 12.363 -0.615 -0.658 -27.019

405 51.577 7.347 -1.918 -2.062 -10.944

406 52.974 11.290 -7.039 -7.601 -23.581

407 51.577 7.347 -1.918 -2.062 -10.944

408 52.974 11.290 -7.039 -7.601 -23.581

409 52.165 8.715 5.011 5.429 -15.327

414 51.754 -3.834 3.815 4.136 12.290

415 51.498 0.401 -0.891 -0.957 -1.284

416 51.397 0.108 -0.685 -0.735 -0.344

417 51.475 -4.908 -1.988 -2.139 15.731

418 52.872 -0.965 -7.108 -7.678 3.094

419 51.475 -4.908 -1.988 -2.139 15.731

420 52.872 -0.965 -7.108 -7.678 3.094

421 52.063 -3.540 4.941 5.351 11.348

426 51.359 2.661 -0.056 -0.062 -7.725

427 51.342 0.044 -0.147 -0.160 -0.946

428 54.873 1.365 16.112 17.396 -4.371

429 57.290 1.345 -26.653 -28.760 -4.305

430 51.461 14.916 0.014 0.016 -34.400

431 51.444 12.298 -0.077 -0.083 -27.621

432 54.975 13.620 16.181 17.473 -31.046



57.392 13.599 -26.583 -28.683 -30.980

-

Column Number : 838

401 555.832 537.458 -0.075 -1.987 -2592.406

402 74.337 -147.335 33.322 86.277 771.972

403 478.736 404.677 3.456 -31.559 -1939.530

404 384.559 361.714 3.116 -23.380 -1728.482

405 -53.379 -367.264 4.441 -74.858 1851.083

406 255.815 148.087 -4.004 -288.270 -680.233

407 -53.379 -367.264 4.441 -74.858 1851.083

408 255.815 148.087 -4.004 -288.270 -680.233

409 182.526 -92.637 39.965 105.744 503.392

414 -121.590 -480.082 31.712 83.034 2358.905

415 282.809 71.930 1.846 -34.802 -352.598

416 188.633 28.967 1.506 -26.623 -141.550

417 -249.306 -700.011 2.831 -78.101 3438.016

418 59.888 -184.660 -5.614 -291.513 906.699

419 -249.306 -700.011 2.831 -78.101 3438.016

420 59.888 -184.660 -5.614 -291.513 906.699

421 -13.400 -425.384 38.355 102.500 2090.324

426 382.253 322.807 -1.263 -3.917 -1575.821

427 337.566 86.745 -1.979 -7.279 -435.766

428 501.283 301.736 94.968 285.514 -1481.138

429 149.973 99.030 0.875 -1054.521 -487.373

430 578.180 655.554 0.347 -0.674 -3162.754

431 533.493 419.492 -0.369 -4.036 -2022.699

432 697.209 634.483 96.578 288.757 -3068.070

433 345.900 431.777 2.485 -1051.278 -2074.305

-

Column Number : 923

401 49.297 12.169 -0.128 -0.135 -27.404



48.554 7.198 3.307 3.576 -11.788

403 48.790 10.583 -0.472 -0.522 -22.388

404 48.818 10.269 -0.309 -0.342 -21.407

405 48.192 6.489 -1.533 -1.625 -9.608

406 47.457 9.547 -7.774 -8.329 -19.183

407 48.192 6.489 -1.533 -1.625 -9.608

408 47.457 9.547 -7.774 -8.329 -19.183

409 48.659 7.561 3.768 4.071 -12.920

414 48.500 -3.568 3.069 3.324 11.222

415 48.736 -0.183 -0.710 -0.774 0.622

416 48.764 -0.497 -0.547 -0.594 1.602

417 48.138 -4.277 -1.771 -1.877 13.402

418 47.403 -1.219 -8.012 -8.581 3.826

419 48.138 -4.277 -1.771 -1.877 13.402

420 47.403 -1.219 -8.012 -8.581 3.826

421 48.605 -3.205 3.530 3.819 10.090

426 49.248 2.779 -0.306 -0.323 -7.993

427 49.230 0.027 -0.442 -0.470 -0.798

428 50.138 1.765 6.402 6.978 -5.511

429 41.689 1.007 -25.905 -27.739 -3.181

430 49.303 13.545 -0.068 -0.070 -31.002

431 49.284 10.793 -0.204 -0.218 -23.808

432 50.192 12.530 6.640 7.231 -28.520

433 41.743 11.773 -25.667 -27.486 -26.191

-

Column Number : 840

401 461.763 265.819 9.338 -0.598 -1498.521

402 -53.525 -270.828 27.510 121.390 1626.050

403 227.302 22.385 4.644 7.910 -71.188

404 172.983 -13.873 6.111 9.536 125.850

405 -41.994 -239.951 -3.103 -4.650 1454.398



180.665 8.629 -44.773 -149.623 2.825

407 -41.994 -239.951 -3.103 -4.650 1454.398

408 180.665 8.629 -44.773 -149.623 2.825

409 -5.391 -233.567 30.702 131.041 1423.439

414 -153.655 -391.320 20.391 108.386 2302.206

415 127.172 -98.107 -2.475 -5.094 604.967

416 72.853 -134.365 -1.008 -3.467 802.005

417 -142.124 -360.443 -10.222 -17.654 2130.553

418 80.535 -111.862 -51.892 -162.627 678.981

419 -142.124 -360.443 -10.222 -17.654 2130.553

420 80.535 -111.862 -51.892 -162.627 678.981

421 -105.521 -354.059 23.583 118.038 2099.594

426 389.234 262.094 2.507 -11.308 -1439.507

427 334.029 28.562 1.792 -16.084 -205.230

428 361.170 143.252 52.797 134.915 -810.833

429 360.413 148.369 -192.791 -414.446 -839.527

430 489.364 382.586 9.626 1.695 -2115.663

431 434.159 149.054 8.911 -3.080 -881.385

432 461.300 263.744 59.916 147.919 -1486.988

433 460.543 268.861 -185.672 -401.442 -1515.682







corner 1 (q1)

(kN/m^2)


(kN/m^2)


(kN/m^2)


(kN/m^2)


(sq. m)

415 44.5920 42.1329 42.7908 45.2499 0.000

415 44.5920 42.1329 42.7908 45.2499 0.000

430 12.6765 12.3072 83.6652 84.0345 0.000

430 12.6765 12.3072 83.6652 84.0345 0.000



corner 1 (q1)

(kN/m^2)


(kN/m^2)


(kN/m^2)


(kN/m^2)

415 44.5920 42.1329 42.7908 45.2499

415 44.5920 42.1329 42.7908 45.2499



430 12.6765 12.3072 83.6652 84.0345

430 12.6765 12.3072 83.6652 84.0345

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Shear Z (kN)



401 1866.670 8.878 6562.855 3.516 739.220

402 980.218 94.100 5492.721 5.604 58.371

403 1198.205 0.240 6332.561 5.285 26393.491

404 1037.012 3.421 6162.271 5.942 1801.061

405 1382.484 19.792 5412.396 3.915 273.465

406 626.497 123.399 6080.213 9.705 49.273

407 1382.484 19.792 5412.396 3.915 273.465

408 626.497 123.399 6080.213 9.705 49.273

409 817.807 114.064 5659.973 6.921 49.621

414 2134.849 84.489 5148.880 2.412 60.941

415 43.574 9.371 5988.720 137.439 639.074

416 117.620 6.189 5818.430 49.468 940.065

417 2537.116 29.403 5068.555 1.998 172.384

418 528.134 133.010 5736.372 10.862 43.127

419 2537.116 29.403 5068.555 1.998 172.384

420 528.134 133.010 5736.372 10.862 43.127

421 1972.438 104.454 5316.132 2.695 50.895



426 1174.028 0.341 6264.762 5.336 18346.128

427 250.045 1.997 6173.267 24.689 3091.380

428 712.817 295.243 6219.637 8.725 21.066

429 711.757 494.522 6218.330 8.737 12.574

430 2328.659 9.952 6608.603 2.838 664.025

431 1404.676 7.614 6517.108 4.640 855.945

432 1867.449 304.854 6563.478 3.515 21.530

433 1866.389 484.911 6562.171 3.516 13.533



Moment Z (kNm)

Resisting Moment X

(kNm)

Resisting Moment Z


401 10337.956 783.885 52173.747 226414.380 5.047 288.836

402 5972.014 529.651 43666.334 189495.415 7.312 357.774

403 6390.542 3213.789 50342.940 218469.369 7.878 67.979

404 5475.775 2631.335 48989.158 212594.464 8.947 80.793

405 8186.282 84.296 43027.763 186724.258 5.256 2215.093

406 3208.101 3208.663 48336.810 209763.523 15.067 65.374

407 8186.282 84.296 43027.763 186724.258 5.256 2215.093

408 3208.101 3208.663 48336.810 209763.523 15.067 65.374

409 5049.869 121.812 44995.962 195265.502 8.910 1603.002

414 12244.517 1816.558 40932.849 177633.121 3.343 97.786

415 118.039 1926.882 47609.455 206607.076 403.337 107.224

416 796.728 1344.428 46255.673 200732.170 58.057 149.307

417 14458.785 1371.204 40294.277 174861.964 2.787 127.524



418 3064.402 1921.756 45603.326 197901.229 14.882 102.979

419 14458.785 1371.204 40294.277 174861.964 2.787 127.524

420 3064.402 1921.756 45603.326 197901.229 14.882 102.979

421 11322.372 1408.720 42262.477 183403.208 3.733 130.191

426 6642.267 640.621 49803.948 216130.346 7.498 337.376

427 1488.618 364.608 49076.572 212973.810 32.968 584.117

428 4068.076 3498.079 49445.208 214573.550 12.154 61.340

429 4066.516 4224.930 49434.821 214528.473 12.157 50.777

430 12914.770 646.286 52537.433 227992.640 4.068 352.774

431 7761.121 922.299 51810.057 224836.104 6.676 243.778

432 10340.579 2211.172 52178.693 226435.844 5.046 102.405

433 10339.019 5511.837 52168.305 226390.766 5.046 41.074

------------------------------------------------------

Design for Flexure



















401








Tv< Tc hence, safe



For Column 1



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 2





As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 3



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 4



As Per IS 456 2000 Clause 31.6.3.1



Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 5



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2



For Column 6



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000




Ks X Tc = 1250.0000 kN/m^2



For Column 7



As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000


Ks X Tc = 1250.0000 kN/m^2




As Per IS 456 2000 Clause 26.5.2.1











Along width

As Per IS 456 2000 Clause 26.5.2.1







As Per IS 456 2000 Clause 26.5.2.1











Along width

As Per IS 456 2000 Clause 26.5.2.1


















Ø16 @ 275mm o.c.



Ø16 @ 275mm o.c.



Ø16 @ 150mm o.c.



Ø16 @ 275mm o.c.


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Print Calculation Sheet



combined foundation design(is 456-2000)

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