61
Design For Combined Footing 1 Design For Combined Footing 2 Column Dimensions Pedestal 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 94.500 7.950 0.600 2 2.500 2.500 94.500 7.950 0.600 Footing No. Footing Reinforcement - Main Steel Top Main Steel Bottom Secondary Steel Top Secondary Steel Bottom 1 Ø16 @ 65 mm c/c Ø16 @ 160 mm c/c Ø16 @ 275 mm c/c Ø16 @ 200 mm c/c 2 Ø16 @ 65 mm c/c Ø16 @ 155 mm c/c Ø16 @ 275 mm c/c Ø16 @ 200 mm c/c 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 Page 1 of 61 Strip Footing Design 11/6/2018 file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml

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Page 1: Strip Footing Design Page 1 of 61 - Bentley

Design For Combined Footing 1

Design For Combined Footing 2

Column Dimensions

Pedestal

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 94.500 7.950 0.6002 2.500 2.500 94.500 7.950 0.600

Footing No. Footing Reinforcement - Main Steel Top Main Steel Bottom Secondary Steel Top Secondary Steel Bottom 1 Ø16 @ 65 mm c/c Ø16 @ 160 mm c/c Ø16 @ 275 mm c/c Ø16 @ 200 mm c/c2 Ø16 @ 65 mm c/c Ø16 @ 155 mm c/c Ø16 @ 275 mm c/c Ø16 @ 200 mm c/c

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

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Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Column Offset in Transverse Direction :

For Column 914

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 823

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 915

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 825

Column Shape : Rectangular

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Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

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 916

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 827

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 917

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

Include Pedestal? No

Pedestal Shape : N/A

Pedestal Height (Ph) : N/A

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Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Pedestal Length - X (Pl) : N/A

Pedestal Width - Z (Pw) : N/A

Column Offset in Transverse Direction :

For Column 829

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 918

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 831

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 919

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Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 833

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 920

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 835

Column Shape : Rectangular

Column Length - X (Pl) : 1.500m

Column Width - Z (Pw) : 1.000m

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Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

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 921

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 837

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 922

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

Include Pedestal? No

Pedestal Shape : N/A

Pedestal Height (Ph) : N/A

Pedestal Length - X (Pl) : N/A

Pedestal Width - Z (Pw) : N/A

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Column Dimensions

Pedestal

Eccentricity

Cover and Soil Properties

Concrete and Rebar Properties

Column Offset in Transverse Direction :

For Column 839

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 :

Length of left overhang : 2.500m

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) : 400000.000mm

Maximum Thickness of Footing (Do) : 1500.000mm

Maximum Length of Footing (Lo) : 400000.000mm

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

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Final footing dimensions are:

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 = 756.000sq m

Min. area required from bearing pressure, Amin = P / qmax = 282.928sq m

Note: Amin is an initial estimation.

P = Critical Factored Axial Load(without self weight/buoyancy/soil). qmax = Respective Factored Bearing Capacity.

Length of footing, L : 94.500m

Width of footing, W : 7.950m

Depth of footing, Do : 0.600m

Area, A : 751.275sq 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

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

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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

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

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-

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

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

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

-

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

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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

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

-

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

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

-

Column Number : 917

401 51.430 -13.538 0.021 0.022 30.797

402 51.633 -8.337 1.921 2.072 14.123

403 51.352 -12.242 -0.041 -0.044 26.644

404 51.415 -12.544 -0.090 -0.097 27.611

405 51.521 -7.221 -1.755 -1.893 10.544

406

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51.969 -11.428 -2.727 -2.942 24.033

407 51.521 -7.221 -1.755 -1.893 10.544

408 51.969 -11.428 -2.727 -2.942 24.033

409 52.205 -8.036 4.543 4.900 13.156

414 51.524 3.914 1.899 2.049 -12.550

415 51.243 0.009 -0.063 -0.068 -0.030

416 51.306 -0.293 -0.112 -0.120 0.938

417 51.412 5.030 -1.777 -1.917 -16.129

418 51.860 0.823 -2.749 -2.965 -2.640

419 51.412 5.030 -1.777 -1.917 -16.129

420 51.860 0.823 -2.749 -2.965 -2.640

421 52.095 4.216 4.521 4.877 -13.517

426 51.310 -0.014 0.013 0.014 0.851

427 51.334 -2.558 -0.016 -0.017 7.396

428 55.655 -1.287 19.765 21.335 4.124

429 55.595 -1.288 -19.520 -21.071 4.124

430 51.419 -12.266 0.035 0.037 27.524

431 51.443 -14.810 0.005 0.006 34.069

432 55.764 -13.539 19.786 21.358 30.797

433 55.704 -13.539 -19.498 -21.048 30.797

-

Column Number : 829

401 548.395 -519.413 0.131 0.333 2503.568

402 106.654 220.282 11.563 32.745 -1129.657

403 374.954 -331.041 0.063 -2.234 1578.365

404 469.460 -374.810 0.095 -4.254 1793.341

405 -67.948 402.233 0.850 -70.335 -2023.126

406 302.811 -195.676 1.011 -110.545 913.682

407 -67.948 402.233 0.850 -70.335 -2023.126

408 302.811 -195.676 1.011 -110.545 913.682

409 33.628 253.886 26.665 76.425 -1294.808

414 -89.347 553.571 11.434 32.352 -2719.105

415 178.952 2.248 -0.066 -2.627 -11.083

416 273.458 -41.521 -0.034 -4.648 203.894

417 -263.949 735.522 0.720 -70.729 -3612.574

418 106.810 137.613 0.882 -110.938 -675.766

419 -263.949 735.522 0.720 -70.729 -3612.574

420 106.810 137.613 0.882 -110.938 -675.766

421 -162.374 587.175 26.536 76.032 -2884.255

426 331.271 -73.896 0.063 0.304 372.786

427 373.517 -298.413 -0.027 -0.621 1455.755

428 512.097 -272.238 117.130 352.145 1336.219

429 193.522 -96.666 -2.872 -768.946 475.632

430 527.272 -407.185 0.192 0.697 1962.234

431 569.519 -631.703 0.102 -0.228 3045.203

432 708.098 -605.527 117.259 352.538 2925.666

433 389.523 -429.955 -2.742 -768.553 2065.080

-

Column Number : 918

401 51.422 -13.487 0.011 0.010 30.635

402 51.274 -8.331 0.731 0.803 14.105

403 51.317 -12.189 -0.059 -0.065 26.472

404 51.353 -12.491 -0.106 -0.116 27.441

405 50.613 -7.144 -1.615 -1.740 10.300

406 50.558 -11.314 -2.596 -2.799 23.667

407 50.613 -7.144 -1.615 -1.740 10.300

408 50.558 -11.314 -2.596 -2.799 23.667

409 51.381 -8.064 1.620 1.780 13.248

414 51.169 3.921 0.721 0.793 -12.570

415 51.211 0.063 -0.068 -0.075 -0.202

416 51.248 -0.239 -0.116 -0.126 0.766

417 50.507 5.107 -1.624 -1.751 -16.375

418 50.452 0.938 -2.605 -2.809 -3.007

419 50.507 5.107 -1.624 -1.751 -16.375

420 50.452 0.938 -2.605 -2.809 -3.007

421 51.276 4.188 1.610 1.770 -13.426

426 51.307 0.009 0.010 0.010 0.778

427 51.325 -2.480 -0.013 -0.016 7.145

428 52.393 -1.533 7.829 8.593 4.914

429 46.319 -0.926 -18.162 -19.584 2.970

430 51.412 -12.243 0.020 0.020 27.452

431

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51.430 -14.732 -0.004 -0.006 33.819

432 52.498 -13.785 7.838 8.604 31.588

433 46.424 -13.178 -18.152 -19.573 29.644

-

Column Number : 831

401 537.212 -504.610 0.052 0.188 2430.962

402 77.038 247.935 7.921 17.410 -1265.208

403 364.533 -317.156 -0.660 -1.413 1510.253

404 459.397 -360.827 -1.065 -2.131 1724.748

405 -64.340 409.488 -11.275 -22.107 -2058.763

406 318.044 -199.325 -20.003 -39.230 931.456

407 -64.340 409.488 -11.275 -22.107 -2058.763

408 318.044 -199.325 -20.003 -39.230 931.456

409 -17.837 291.622 14.860 33.977 -1479.748

414 -118.774 581.111 7.829 17.169 -2854.099

415 168.721 16.020 -0.753 -1.654 -78.638

416 263.585 -27.651 -1.158 -2.373 135.857

417 -260.152 742.664 -11.367 -22.348 -3647.654

418 122.232 133.851 -20.096 -39.471 -657.435

419 -260.152 742.664 -11.367 -22.348 -3647.654

420 122.232 133.851 -20.096 -39.471 -657.435

421 -213.649 624.797 14.767 33.735 -3068.639

426 321.849 -66.903 -0.009 0.135 338.490

427 360.952 -275.966 -0.126 -0.357 1345.652

428 341.478 -171.401 64.028 170.052 842.191

429 341.076 -171.470 -130.129 -277.529 841.946

430 517.661 -400.079 0.084 0.376 1927.381

431 556.764 -609.142 -0.034 -0.115 2934.542

432 537.289 -504.577 64.121 170.294 2431.082

433 536.888 -504.646 -130.036 -277.287 2430.836

-

Column Number : 919

401 51.419 -13.436 0.006 0.006 30.471

402 51.096 -8.236 0.759 0.849 13.798

403 51.336 -12.141 -0.065 -0.072 26.318

404 51.389 -12.443 -0.088 -0.098 27.286

405 51.075 -7.119 -0.485 -0.542 10.219

406 51.347 -11.326 -1.111 -1.237 23.708

407 51.075 -7.119 -0.485 -0.542 10.219

408 51.347 -11.326 -1.111 -1.237 23.708

409 51.046 -7.934 1.249 1.396 12.830

414 50.992 4.016 0.749 0.838 -12.875

415 51.232 0.111 -0.075 -0.083 -0.355

416 51.285 -0.191 -0.098 -0.109 0.613

417 50.972 5.132 -0.495 -0.553 -16.454

418 51.243 0.925 -1.121 -1.248 -2.966

419 50.972 5.132 -0.495 -0.553 -16.454

420 51.243 0.925 -1.121 -1.248 -2.966

421 50.942 4.318 1.239 1.385 -13.843

426 51.306 0.033 -0.001 -0.002 0.700

427 51.325 -2.402 -0.012 -0.013 6.896

428 51.204 -1.184 5.527 6.134 3.797

429 51.194 -1.184 -6.883 -7.643 3.797

430 51.410 -12.219 0.009 0.009 27.374

431 51.429 -14.654 -0.002 -0.002 33.569

432 51.308 -13.435 5.537 6.145 30.470

433 51.298 -13.435 -6.873 -7.632 30.470

-

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

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-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

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

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

402 51.886 -8.730 3.825 4.150 15.375

403

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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

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

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

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

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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

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

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

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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

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419 50.196 5.111 -2.659 -2.870 -16.385

420 51.014 0.906 -0.663 -0.717 -2.905

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426 51.305 0.013 0.018 0.019 0.765

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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

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-

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

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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

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419 -260.182 742.663 -17.975 -35.195 -3647.655

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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

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-

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

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419 50.927 5.132 -0.683 -0.763 -16.454

420 51.229 0.925 -0.358 -0.398 -2.966

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431

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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

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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

404 51.384 -12.496 -0.009 -0.009 27.456

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407 51.185 -7.196 -0.664 -0.731 10.464

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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

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419 51.087 5.055 -0.683 -0.751 -16.208

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421 49.766 4.346 4.174 4.497 -13.935

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427 51.329 -2.481 -0.011 -0.010 7.147

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431 51.428 -14.732 0.008 0.010 33.819

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-

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

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407 -38.624 387.425 -10.660 -29.693 -1950.545

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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

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-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

-

Column Number : 917

401 51.430 -13.538 0.021 0.022 30.797

402 51.633 -8.337 1.921 2.072 14.123

403 51.352 -12.242 -0.041 -0.044 26.644

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405 51.521 -7.221 -1.755 -1.893 10.544

406 51.969 -11.428 -2.727 -2.942 24.033

407 51.521 -7.221 -1.755 -1.893 10.544

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409 52.205 -8.036 4.543 4.900 13.156

414 51.524 3.914 1.899 2.049 -12.550

415 51.243 0.009 -0.063 -0.068 -0.030

416 51.306 -0.293 -0.112 -0.120 0.938

417 51.412 5.030 -1.777 -1.917 -16.129

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419 51.412 5.030 -1.777 -1.917 -16.129

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430 51.419 -12.266 0.035 0.037 27.524

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-

Column Number : 829

401 548.395 -519.413 0.131 0.333 2503.568

402 106.654 220.282 11.563 32.745 -1129.657

403 374.954 -331.041 0.063 -2.234 1578.365

404 469.460 -374.810 0.095 -4.254 1793.341

405 -67.948 402.233 0.850 -70.335 -2023.126

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409 33.628 253.886 26.665 76.425 -1294.808

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429 193.522 -96.666 -2.872 -768.946 475.632

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-

Column Number : 918

401 51.422 -13.487 0.011 0.010 30.635

402 51.274 -8.331 0.731 0.803 14.105

403

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51.317 -12.189 -0.059 -0.065 26.472

404 51.353 -12.491 -0.106 -0.116 27.441

405 50.613 -7.144 -1.615 -1.740 10.300

406 50.558 -11.314 -2.596 -2.799 23.667

407 50.613 -7.144 -1.615 -1.740 10.300

408 50.558 -11.314 -2.596 -2.799 23.667

409 51.381 -8.064 1.620 1.780 13.248

414 51.169 3.921 0.721 0.793 -12.570

415 51.211 0.063 -0.068 -0.075 -0.202

416 51.248 -0.239 -0.116 -0.126 0.766

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419 50.507 5.107 -1.624 -1.751 -16.375

420 50.452 0.938 -2.605 -2.809 -3.007

421 51.276 4.188 1.610 1.770 -13.426

426 51.307 0.009 0.010 0.010 0.778

427 51.325 -2.480 -0.013 -0.016 7.145

428 52.393 -1.533 7.829 8.593 4.914

429 46.319 -0.926 -18.162 -19.584 2.970

430 51.412 -12.243 0.020 0.020 27.452

431 51.430 -14.732 -0.004 -0.006 33.819

432 52.498 -13.785 7.838 8.604 31.588

433 46.424 -13.178 -18.152 -19.573 29.644

-

Column Number : 831

401 537.212 -504.610 0.052 0.188 2430.962

402 77.038 247.935 7.921 17.410 -1265.208

403 364.533 -317.156 -0.660 -1.413 1510.253

404 459.397 -360.827 -1.065 -2.131 1724.748

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408 318.044 -199.325 -20.003 -39.230 931.456

409 -17.837 291.622 14.860 33.977 -1479.748

414 -118.774 581.111 7.829 17.169 -2854.099

415 168.721 16.020 -0.753 -1.654 -78.638

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419 -260.152 742.664 -11.367 -22.348 -3647.654

420 122.232 133.851 -20.096 -39.471 -657.435

421 -213.649 624.797 14.767 33.735 -3068.639

426 321.849 -66.903 -0.009 0.135 338.490

427 360.952 -275.966 -0.126 -0.357 1345.652

428 341.478 -171.401 64.028 170.052 842.191

429 341.076 -171.470 -130.129 -277.529 841.946

430 517.661 -400.079 0.084 0.376 1927.381

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433 536.888 -504.646 -130.036 -277.287 2430.836

-

Column Number : 919

401 51.419 -13.436 0.006 0.006 30.471

402 51.096 -8.236 0.759 0.849 13.798

403 51.336 -12.141 -0.065 -0.072 26.318

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428

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51.204 -1.184 5.527 6.134 3.797

429 51.194 -1.184 -6.883 -7.643 3.797

430 51.410 -12.219 0.009 0.009 27.374

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432 51.308 -13.435 5.537 6.145 30.470

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Column Number : 833

401 537.212 -504.611 0.080 0.201 2430.962

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403 364.537 -317.155 -1.189 -3.135 1510.254

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-

Column Number : 920

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Column Number : 835

401 548.147 -519.324 -0.332 0.295 2503.197

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414

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-137.863 584.321 1.044 138.981 -2869.452

415 184.404 0.887 -3.767 -11.171 -4.309

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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

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428 217.982 -95.908 3.216 612.356 471.986

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Column Number : 921

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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

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

-

C l N b 922

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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

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

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

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

Calculated Pressures at Four Corners

Load Case Pressure at

corner 1 (q1)

(kN/m^2)

Pressure at corner 2 (q2)

(kN/m^2)

Pressure at corner 3 (q3)

(kN/m^2)

Pressure at corner 4 (q4)

(kN/m^2)

Area of footing in uplift (Au)

(sq. m)

416 42.8646 41.8847 44.5866 45.5666 0.000

416 42.8646 41.8847 44.5866 45.5666 0.000

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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.

431 13.7750 13.6278 81.7186 81.8658 0.000

431 13.7750 13.6278 81.7186 81.8658 0.000

Summary of Adjusted Pressures at Four Corners

Load Case Pressure at

corner 1 (q1)

(kN/m^2)

Pressure at corner 2 (q2)

(kN/m^2)

Pressure at corner 3 (q3)

(kN/m^2)

Pressure at corner 4 (q4)

(kN/m^2)

416 42.8646 41.8847 44.5866 45.5666

416 42.8646 41.8847 44.5866 45.5666

431 13.7750 13.6278 81.7186 81.8658

431 13.7750 13.6278 81.7186 81.8658

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

Check for stability against sliding

Load Case Shear X (kN)

Shear Z (kN)

Resisting Sliding Force

(kN) Ratio X Ratio Z

401 5019.683 9.648 17816.583 3.549 1846.643

402 2202.903 118.437 15523.825 7.047 131.072

403 3049.645 5.983 16892.979 5.539 2823.561

404 3488.957 2.388 17348.372 4.972 7265.935

405 3760.581 77.210 14843.161 3.947 192.245

406 1925.820 182.089 16665.796 8.654 91.526

407 3760.581 77.210 14843.161 3.947 192.245

408 1925.820 182.089 16665.796 8.654 91.526

409 2634.131 261.708 15097.222 5.731 57.687

414 5430.505 108.829 14592.108 2.687 134.082

415 177.957 3.625 15961.262 89.692 4402.865

416 261.355 7.220 16416.654 62.814 2273.639

417 6988.183 86.818 13911.444 1.991 160.238

418 1301.782 191.697 15734.078 12.087 82.078

419 6988.183 86.818 13911.444 1.991 160.238

420 1301.782 191.697 15734.078 12.087 82.078

421 5861.733 252.100 14165.505 2.417 56.190

426 675.282 0.043 16777.798 24.846 393328.883

427 2908.759 0.031 16991.906 5.842 542316.352

428 1862.440 881.969 16972.090 9.113 19.243

429 1727.382 975.188 16826.964 9.741 17.255

430 3902.884 9.565 17709.516 4.538 1851.413

431 6136.361 9.639 17923.624 2.921 1859.414

432 5090.042 891.577 17903.808 3.517 20.081

433 4954.984 965.580 17758.682 3.584 18.392

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 27390.979 1911.658 141639.243 1683636.331 5.171 880.721

402 13205.981 905.813 123412.154 1466974.703 9.345 1619.511

403 16193.889 7991.301 134296.730 1596357.403 8.293 199.762

404 18653.748 9639.961 137917.032 1639391.189 7.394 170.062

405 21858.455 1208.487 118000.974 1402653.132 5.398 1160.669

406 9963.824 8061.627 132490.655 1574888.960 13.297 195.356

407 21858.455 1208.487 118000.974 1402653.132 5.398 1160.669

408 9963.824 8061.627 132490.655 1574888.960 13.297 195.356

409 15621.227 286.982 120020.723 1426661.469 7.683 4971.259

414 30531.819 2972.976 116005.134 1378928.991 3.799 463.821

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415 1131.948 4112.513 126889.710 1508311.690 112.099 366.762

416 1327.911 5761.173 130510.012 1551345.478 98.282 269.276

417 39184.291 5087.275 110593.954 1314607.421 2.822 258.411

418 7362.013 4182.840 125083.635 1486843.249 16.990 355.463

419 39184.291 5087.275 110593.954 1314607.421 2.822 258.411

420 7362.013 4182.840 125083.635 1486843.249 16.990 355.463

421 32947.063 3591.807 112613.703 1338615.759 3.418 372.686

426 3920.052 1530.070 133381.056 1585472.973 34.025 1036.210

427 16209.554 2406.026 135083.182 1605705.801 8.334 667.368

428 10454.621 1470.064 134925.650 1603833.251 12.906 1090.996

429 9708.107 2055.223 133771.921 1590119.104 13.779 773.697

430 21245.890 2348.717 140788.076 1673518.687 6.627 712.525

431 33535.391 1472.761 142490.203 1693751.519 4.249 1150.052

432 27780.459 2408.722 142332.670 1691878.958 5.123 702.397

433 27033.943 5934.009 141178.940 1678164.815 5.222 282.805

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

Design for Flexure

Sagging moment along length

Critical load case : 433

Effective Depth = = 0.542 m

Governing moment (Mu) = 2205.957 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

Critical load case : 432

Effective Depth = = 0.542 m

Governing moment (Mu) = 4828.129 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

Transverse direction

Critical load case : 431

Effective Depth = = 0.542 m

Governing moment (Mu) = = 21357.749 kNm

As Per IS 456 2000 ANNEX G G-1.1C

Limiting Factor1 (Kumax) = = 0.456026

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Shear Plane Parallel to Foundation Width

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

Limit Moment Of Resistance (Mumax) = = 92307.332296 kNm

Mu <= Mumax hence, safe

Check trial depth for one way shear

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

432

Shear Force(S) = 443.405 kN

Shear Stress(Tv) = 102.904482 kN/m^2

Percentage Of Steel(Pt) = 0.5318

As Per IS 456 2000 Clause 40 Table 19

Shear Strength Of Concrete(Tc) = 501.318 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

Shear Force(S) = 698.264 kN

Shear Stress(Tv) = 179.731 kN/m^2

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

Critical Load case for Punching Shear Check : 421

For Column 2

Shear Force(S) = 54.054 kN

Shear Stress(Tv) = 26.468 kN/m^2

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

Critical Load case for Punching Shear Check : 431

For Column 3

Shear Force(S) = 535.049 kN

Shear Stress(Tv) = 137.720 kN/m^2

As Per IS 456 2000 Clause 31.6.3.1

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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

Critical Load case for Punching Shear Check : 417

For Column 4

Shear Force(S) = 54.179 kN

Shear Stress(Tv) = 26.529 kN/m^2

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

Critical Load case for Punching Shear Check : 431

For Column 5

Shear Force(S) = 535.097 kN

Shear Stress(Tv) = 137.732 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 6

Shear Force(S) = 54.262 kN

Shear Stress(Tv) = 26.570 kN/m^2

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

Critical Load case for Punching Shear Check : 433

For Column 7

Shear Force(S) = 686.636 kN

Shear Stress(Tv) = 176.738 kN/m^2

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

Critical Load case for Punching Shear Check : 421

For Column 8

Shear Force(S) = 54.573 kN

Shear Stress(Tv) = 26.722 kN/m^2

As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000

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

Ks X Tc = 1250.0000 kN/m^2

Tv<= Ks X Tc hence, safe

Critical Load case for Punching Shear Check : 432

For Column 9

Shear Force(S) = 686.670 kN

Shear Stress(Tv) = 176.747 kN/m^2

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

Critical Load case for Punching Shear Check : 421

For Column 10

Shear Force(S) = 53.699 kN

Shear Stress(Tv) = 26.294 kN/m^2

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

Critical Load case for Punching Shear Check : 431

For Column 11

Shear Force(S) = 535.243 kN

Shear Stress(Tv) = 137.770 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 12

Shear Force(S) = 53.916 kN

Shear Stress(Tv) = 26.400 kN/m^2

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

Critical Load case for Punching Shear Check : 431

For Column 13

Shear Force(S) = 535.292 kN

Shear Stress(Tv) = 137.782 kN/m^2

As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000

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

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Ks X Tc = 1250.0000 kN/m^2

Tv<= Ks X Tc hence, safe

Critical Load case for Punching Shear Check : 417

For Column 14

Shear Force(S) = 53.979 kN

Shear Stress(Tv) = 26.431 kN/m^2

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

Critical Load case for Punching Shear Check : 433

For Column 15

Shear Force(S) = 737.892 kN

Shear Stress(Tv) = 189.931 kN/m^2

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

Critical Load case for Punching Shear Check : 421

For Column 16

Shear Force(S) = 54.363 kN

Shear Stress(Tv) = 26.619 kN/m^2

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

Critical Load case for Punching Shear Check : 432

For Column 17

Shear Force(S) = 672.667 kN

Shear Stress(Tv) = 173.142 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 18

Shear Force(S) = 50.843 kN

Shear Stress(Tv) = 24.896 kN/m^2

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

hence, safe

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Tv<= Ks X Tc

Critical Load case for Punching Shear Check : 431

For Column 19

Shear Force(S) = 469.846 kN

Shear Stress(Tv) = 120.937 kN/m^2

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

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) = 22915.984 mm2

Provided Area of Steel (Ast,Provided) = 22915.984 mm2

Astmin<= Ast,Provided Steel area is accepted

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = 50.000 mm

Selected spacing (S) = 69.327 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) = 68184.002 mm2

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = 50.000 mm

Selected spacing (S) = 279.009 mm

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

Bottom 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) = 9802.575 mm2

Provided Area of Steel (Ast,Provided) = 9802.575 mm2

Astmin<= Ast,Provided Steel area is accepted

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = = 50.000 mm

Selected spacing (S) = 163.208 mm

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

Along width

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Based on spacing reinforcement increment; provided reinforcement is

Based on spacing reinforcement increment; provided reinforcement is

Based on spacing reinforcement increment; provided reinforcement is

Based on spacing reinforcement increment; provided reinforcement is

Column Dimensions

Pedestal

Eccentricity

As Per IS 456 2000 Clause 26.5.2.1

Minimum Area of Steel (Astmin) = 68184.002 mm2

Calculated Area of Steel (Ast) = 94034.392 mm2

Provided Area of Steel (Ast,Provided) = 94034.392 mm2

Astmin<= Ast,Provided Steel area is accepted

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = = 50.000 mm

Selected spacing (S) = 202.535 mm

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

Provided Reinforcement

Main bar no. for top Reinforcement: Ø16

Spacing of top reinforcement bar : 69.327 mm

Ø16 @ 65mm o.c.

Main bar no. for bottom Reinforcement: Ø16

Spacing of bottom reinforcement bar : 163.208 mm

Ø16 @ 160mm o.c.

Distribution bar no.: Ø16

Spacing of distribution bars : 202.535 mm

Ø16 @ 200mm o.c.

Distribution bar no.(Top): Ø16

Spacing of distribution bars(Top) : 279.009 mm

Ø16 @ 275mm o.c.

Pedestal Reinforcement Design

Combined Footing 2 Input Data

Geometry of Footing

For Column 822

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

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Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Column Offset in Transverse Direction :

For Column 931

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 824

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 930

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 826

Column Shape : Rectangular

Column Length - X (Pl) : 1.500m

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Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

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 929

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 828

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 928

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

Include Pedestal? No

Pedestal Shape : N/A

Pedestal Height (Ph) : N/A

Pedestal Length - X (Pl) : N/A

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Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal Width - Z (Pw) : N/A

Column Offset in Transverse Direction :

For Column 830

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 927

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 832

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 926

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Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 834

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 925

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 836

Column Shape : Rectangular

Column Length - X (Pl) : 1.500m

Column Width - Z (Pw) : 1.000m

Include Pedestal? No

Pedestal Shape : N/A

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Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Column Dimensions

Pedestal

Eccentricity

Pedestal Height (Ph) : N/A

Pedestal Length - X (Pl) : N/A

Pedestal Width - Z (Pw) : N/A

Column Offset in Transverse Direction :

For Column 924

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 838

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 923

Column Shape : Rectangular

Column Length - X (Pl) : 0.400m

Column Width - Z (Pw) : 0.400m

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 :

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Column Dimensions

Pedestal

Eccentricity

Cover and Soil Properties

Concrete and Rebar Properties

For Column 840

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 :

Length of left overhang : 2.500m

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) : 400000.000mm

Maximum Thickness of Footing (Do) : 1500.000mm

Maximum Length of Footing (Lo) : 400000.000mm

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

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Final footing dimensions are:

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 = 756.000sq m

Min. area required from bearing pressure, Amin = P / qmax = 282.883sq m

Note: Amin is an initial estimation.

P = Critical Factored Axial Load(without self weight/buoyancy/soil). qmax = Respective Factored Bearing Capacity.

Length of footing, L : 94.500m

Width of footing, W : 7.950m

Depth of footing, Do : 0.600m

Area, A : 751.275sq 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

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

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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 : 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

433 47.789 13.261 -13.534 -14.599 -29.910

-

Column Number : 824

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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

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

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

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

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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

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

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

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

-

Column Number : 928

401 51.430 13.538 0.024 0.026 -30.797

402 51.577 8.051 1.902 2.051 -13.204

403 51.415 12.529 -0.088 -0.095 -27.562

404 51.352 12.258 -0.037 -0.039 -26.692

405 51.516 7.221 -1.732 -1.869 -10.544

406 51.952 11.428 -2.650 -2.859 -24.033

407 51.516 7.221 -1.732 -1.869 -10.544

408

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51.952 11.428 -2.650 -2.859 -24.033

409 52.192 8.322 4.282 4.619 -14.075

414 51.467 -4.201 1.878 2.026 13.469

415 51.306 0.277 -0.111 -0.120 -0.889

416 51.242 0.006 -0.060 -0.065 -0.019

417 51.407 -5.030 -1.756 -1.894 16.129

418 51.842 -0.823 -2.674 -2.884 2.640

419 51.407 -5.030 -1.756 -1.894 16.129

420 51.842 -0.823 -2.674 -2.884 2.640

421 52.083 -3.929 4.259 4.594 12.598

426 51.333 2.568 0.003 0.003 -7.427

427 51.318 0.004 -0.035 -0.038 -0.820

428 55.772 1.287 20.212 21.817 -4.124

429 55.712 1.288 -19.956 -21.542 -4.124

430 51.443 14.820 0.027 0.029 -34.100

431 51.428 12.256 -0.012 -0.012 -27.493

432 55.882 13.539 20.235 21.842 -30.797

433 55.822 13.539 -19.932 -21.516 -30.797

-

Column Number : 830

401 547.721 519.477 0.145 0.417 -2503.879

402 11.068 -261.211 11.471 32.513 1330.691

403 468.743 372.528 0.101 -4.212 -1782.133

404 374.328 333.388 0.075 -2.115 -1589.889

405 -68.665 -402.780 0.848 -69.479 2025.811

406 302.558 195.209 1.000 -107.526 -911.388

407 -68.665 -402.780 0.848 -69.479 2025.811

408 302.558 195.209 1.000 -107.526 -911.388

409 126.585 -210.178 25.129 72.102 1080.155

414 -184.966 -594.563 11.328 32.079 2920.449

415 272.710 39.175 -0.041 -4.646 -192.375

416 178.295 0.035 -0.067 -2.549 -0.131

417 -264.698 -736.133 0.706 -69.912 3615.569

418 106.525 -138.144 0.857 -107.960 678.370

419 -264.698 -736.133 0.706 -69.912 3615.569

420 106.525 -138.144 0.857 -107.960 678.370

421 -69.448 -543.530 24.987 71.668 2669.913

426 373.011 299.967 0.024 -0.038 -1463.382

427 330.046 72.013 0.056 -1.491 -363.544

428 515.595 277.239 119.764 359.019 -1360.729

429 188.830 92.379 -2.278 -787.036 -454.620

430 569.044 633.319 0.166 0.396 -3053.140

431 526.079 405.366 0.198 -1.057 -1953.302

432 711.628 610.591 119.906 359.453 -2950.487

433 384.863 425.732 -2.136 -786.602 -2044.378

-

Column Number : 927

401 51.422 13.488 0.012 0.012 -30.636

402 51.222 8.047 0.729 0.802 -13.192

403 51.354 12.475 -0.106 -0.116 -27.391

404 51.317 12.204 -0.057 -0.063 -26.522

405 50.619 7.143 -1.596 -1.720 -10.294

406 50.578 11.312 -2.526 -2.724 -23.662

407 50.619 7.143 -1.596 -1.720 -10.294

408 50.578 11.312 -2.526 -2.724 -23.662

409 51.418 8.359 1.529 1.680 -14.192

414 51.116 -4.206 0.719 0.791 13.483

415 51.248 0.223 -0.116 -0.127 -0.716

416 51.212 -0.048 -0.067 -0.074 0.153

417 50.513 -5.110 -1.606 -1.731 16.381

418 50.473 -0.940 -2.537 -2.735 3.013

419 50.513 -5.110 -1.606 -1.731 16.381

420 50.473 -0.940 -2.537 -2.735 3.013

421 51.312 -3.893 1.518 1.669 12.483

426 51.328 2.490 0.001 -0.001 -7.177

427 51.294 -0.020 -0.030 -0.034 -0.742

428 52.421 1.550 7.957 8.735 -4.969

429 46.183 0.911 -18.561 -20.013 -2.922

430 51.433 14.742 0.011 0.011 -33.852

431 51.400 12.232 -0.020 -0.022 -27.417

432 52.526 13.802 7.967 8.747 -31.644

433

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46.288 13.163 -18.551 -20.001 -29.597

-

Column Number : 832

401 537.001 504.610 0.066 0.225 -2430.962

402 -18.064 -289.414 7.989 17.573 1468.936

403 459.186 358.623 -1.064 -2.157 -1713.925

404 364.322 319.359 -0.648 -1.395 -1521.076

405 -64.551 -409.488 -11.141 -21.873 2058.764

406 317.833 199.325 -19.447 -38.215 -931.456

407 -64.551 -409.488 -11.141 -21.873 2058.764

408 317.833 199.325 -19.447 -38.215 -931.456

409 76.842 -250.144 13.968 32.029 1276.017

414 -213.876 -622.590 7.891 17.315 3057.827

415 263.374 25.447 -1.163 -2.416 -125.034

416 168.510 -13.817 -0.746 -1.654 67.815

417 -260.363 -742.663 -11.239 -22.132 3647.655

418 122.022 -133.850 -19.546 -38.473 657.435

419 -260.363 -742.663 -11.239 -22.132 3647.655

420 122.022 -133.850 -19.546 -38.473 657.435

421 -118.970 -583.319 13.869 31.771 2864.908

426 360.741 277.341 -0.007 -0.083 -1352.405

427 321.637 65.529 -0.279 -0.381 -331.736

428 341.266 171.399 65.516 172.413 -842.198

429 340.853 171.472 -132.627 -281.845 -841.940

430 556.553 610.517 0.091 0.175 -2941.296

431 517.449 398.704 -0.180 -0.123 -1920.627

432 537.078 504.575 65.614 172.671 -2431.089

433 536.665 504.648 -132.528 -281.587 -2430.830

-

Column Number : 926

401 51.419 13.436 0.007 0.008 -30.471

402 51.042 7.949 0.773 0.865 -12.879

403 51.389 12.427 -0.090 -0.100 -27.237

404 51.336 12.156 -0.065 -0.072 -26.367

405 51.076 7.119 -0.481 -0.536 -10.219

406 51.345 11.326 -1.081 -1.204 -23.708

407 51.076 7.119 -0.481 -0.536 -10.219

408 51.345 11.326 -1.081 -1.204 -23.708

409 51.102 8.220 1.173 1.311 -13.749

414 50.938 -4.303 0.762 0.854 13.794

415 51.285 0.176 -0.100 -0.111 -0.564

416 51.232 -0.096 -0.075 -0.083 0.306

417 50.972 -5.132 -0.491 -0.548 16.454

418 51.241 -0.925 -1.092 -1.216 2.966

419 50.972 -5.132 -0.491 -0.548 16.454

420 51.241 -0.925 -1.092 -1.216 2.966

421 50.999 -4.031 1.162 1.300 12.924

426 51.324 2.412 -0.002 -0.003 -6.926

427 51.305 -0.042 -0.011 -0.012 -0.670

428 51.190 1.184 5.632 6.253 -3.797

429 51.174 1.184 -6.925 -7.692 -3.797

430 51.428 14.663 0.008 0.009 -33.599

431 51.408 12.209 -0.000 -0.001 -27.343

432 51.293 13.435 5.642 6.264 -30.470

433 51.277 13.435 -6.915 -7.680 -30.470

-

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

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-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

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

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

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

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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

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

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

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

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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

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

Applied Loads - Strength Level

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

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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

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

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

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

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51.338 13.436 -5.351 -5.936 -30.470

-

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-234.921 -719.875 -10.525 -30.168 3535.881

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-

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50.619 7.143 -1.596 -1.720 -10.294

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51.428 14.663 0.008 0.009 -33.599

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183.943 2.025 -3.805 -11.276 -9.982

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402

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48.554 7.198 3.307 3.576 -11.788

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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

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

Calculated Pressures at Four Corners

Load Case Pressure at

corner 1 (q1)

(kN/m^2)

Pressure at corner 2 (q2)

(kN/m^2)

Pressure at corner 3 (q3)

(kN/m^2)

Pressure at corner 4 (q4)

(kN/m^2)

Area of footing in uplift (Au)

(sq. m)

415 42.9482 42.0446 44.5155 45.4190 0.000

415 42.9482 42.0446 44.5155 45.4190 0.000

430 13.6978 13.5298 81.7783 81.9463 0.000

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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.

430 13.6978 13.5298 81.7783 81.9463 0.000

Summary of Adjusted Pressures at Four Corners

Load Case Pressure at

corner 1 (q1)

(kN/m^2)

Pressure at corner 2 (q2)

(kN/m^2)

Pressure at corner 3 (q3)

(kN/m^2)

Pressure at corner 4 (q4)

(kN/m^2)

415 42.9482 42.0446 44.5155 45.4190

415 42.9482 42.0446 44.5155 45.4190

430 13.6978 13.5298 81.7783 81.9463

430 13.6978 13.5298 81.7783 81.9463

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Check for stability against sliding

Load Case Shear X (kN)

Shear Z (kN)

Resisting Sliding Force

(kN) Ratio X Ratio Z

401 5020.203 9.621 17813.068 3.548 1851.516

402 2624.413 118.629 15073.907 5.744 127.067

403 3469.010 2.097 17350.777 5.002 8272.585

404 3070.075 6.052 16895.562 5.503 2791.647

405 3762.608 76.001 14845.572 3.946 195.333

406 1925.525 177.016 16668.202 8.656 94.162

407 3762.608 76.001 14845.572 3.946 195.333

408 1925.525 177.016 16668.202 8.656 94.162

409 2213.631 250.271 15551.088 7.025 62.137

414 5852.515 109.050 14142.104 2.416 129.684

415 240.908 7.482 16418.973 68.155 2194.608

416 158.027 3.527 15963.758 101.019 4526.533

417 6990.710 85.580 13913.768 1.990 162.582

418 1302.577 186.595 15736.398 12.081 84.334

419 6990.710 85.580 13913.768 1.990 162.582

420 1302.577 186.595 15736.398 12.081 84.334

421 5441.733 240.692 14619.284 2.687 60.738

426 2922.184 1.205 16988.541 5.814 14097.813

427 661.557 1.691 16773.943 25.355 9916.720

428 1864.450 902.615 16970.231 9.102 18.801

429 1725.026 984.928 16820.808 9.751 17.078

430 6150.286 10.784 17920.345 2.914 1661.763

431 3889.659 7.887 17705.746 4.552 2244.811

432 5092.552 912.194 17902.034 3.515 19.625

433 4953.128 975.349 17752.611 3.584 18.201

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 27393.990 2024.138 141611.303 1683304.220 5.169 831.615

402 15567.417 1443.484 119835.372 1424458.235 7.698 986.820

403 18543.013 9197.034 137936.153 1639618.477 7.439 178.277

404 16307.586 7561.515 134317.258 1596601.416 8.236 211.148

405 21869.766 1658.945 118020.138 1402880.927 5.396 845.646

406 9962.337 7582.372 132509.780 1575116.295 13.301 207.734

407 21869.766 1658.945 118020.138 1402880.927 5.396 845.646

408 9962.337 7582.372 132509.780 1575116.295 13.301 207.734

409 13265.604 1731.027 123628.887 1469550.962 9.320 848.948

414 32896.091 5328.561 112427.670 1336404.416 3.418 250.800

415 1214.338 5311.955 130528.452 1551564.660 107.489 292.089

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416 1021.089 3676.439 126909.556 1508547.595 124.288 410.328

417 39198.440 5544.022 110612.436 1314827.105 2.822 237.161

418 7366.338 3697.296 125102.078 1487062.479 16.983 402.203

419 39198.440 5544.022 110612.436 1314827.105 2.822 237.161

420 7366.338 3697.296 125102.078 1487062.479 16.983 402.203

421 30594.278 2154.049 116221.185 1381497.142 3.799 641.349

426 16284.401 2290.325 135056.434 1605387.846 8.294 700.943

427 3843.666 1428.566 133350.408 1585108.669 34.694 1109.580

428 10465.449 1405.365 134910.866 1603657.510 12.891 1141.097

429 9695.389 2044.115 133722.977 1589537.323 13.792 777.616

430 33613.075 1594.755 142464.137 1693441.674 4.238 1061.882

431 21172.340 2456.513 140758.110 1673162.495 6.648 681.113

432 27794.124 2479.712 142318.568 1691711.330 5.120 682.221

433 27024.063 5929.195 141130.679 1677591.143 5.222 282.937

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Design for Flexure

Sagging moment along length

Critical load case : 433

Effective Depth = = 0.542 m

Governing moment (Mu) = 2228.348 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

Critical load case : 432

Effective Depth = = 0.542 m

Governing moment (Mu) = 4886.193 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

Transverse direction

Critical load case : 430

Effective Depth = = 0.542 m

Governing moment (Mu) = = 21369.725 kNm

As Per IS 456 2000 ANNEX G G-1.1C

Limiting Factor1 (Kumax) = = 0.456026

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

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Shear Plane Parallel to Foundation Width

Limit Moment Of Resistance (Mumax) = = 92307.332296 kNm

Mu <= Mumax hence, safe

Check trial depth for one way shear

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

432

Shear Force(S) = 446.283 kN

Shear Stress(Tv) = 103.572293 kN/m^2

Percentage Of Steel(Pt) = 0.5391

As Per IS 456 2000 Clause 40 Table 19

Shear Strength Of Concrete(Tc) = 504.089 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

Shear Force(S) = 701.172 kN

Shear Stress(Tv) = 180.479 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 2

Shear Force(S) = 53.567 kN

Shear Stress(Tv) = 26.229 kN/m^2

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

Critical Load case for Punching Shear Check : 430

For Column 3

Shear Force(S) = 534.841 kN

Shear Stress(Tv) = 137.666 kN/m^2

As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000

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

Ks X Tc = 1250.0000 kN/m^2

Tv<= Ks X Tc hence, safe

Critical Load case for Punching Shear Check : 417

For Column 4

Shear Force(S) = 54.197 kN

Shear Stress(Tv) = 26.538 kN/m^2

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

Critical Load case for Punching Shear Check : 430

For Column 5

Shear Force(S) = 534.896 kN

Shear Stress(Tv) = 137.680 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 6

Shear Force(S) = 54.269 kN

Shear Stress(Tv) = 26.573 kN/m^2

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

Critical Load case for Punching Shear Check : 433

For Column 7

Shear Force(S) = 689.933 kN

Shear Stress(Tv) = 177.586 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 8

Shear Force(S) = 54.506 kN

Shear Stress(Tv) = 26.689 kN/m^2

As Per IS 456 2000 Clause 31.6.3.1

Ks = = 1.000

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

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Ks X Tc = 1250.0000 kN/m^2

Tv<= Ks X Tc hence, safe

Critical Load case for Punching Shear Check : 432

For Column 9

Shear Force(S) = 690.213 kN

Shear Stress(Tv) = 177.659 kN/m^2

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

Critical Load case for Punching Shear Check : 414

For Column 10

Shear Force(S) = 53.593 kN

Shear Stress(Tv) = 26.242 kN/m^2

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

Critical Load case for Punching Shear Check : 430

For Column 11

Shear Force(S) = 535.064 kN

Shear Stress(Tv) = 137.723 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 12

Shear Force(S) = 53.903 kN

Shear Stress(Tv) = 26.394 kN/m^2

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

Critical Load case for Punching Shear Check : 430

For Column 13

Shear Force(S) = 535.118 kN

Shear Stress(Tv) = 137.738 kN/m^2

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

hence, safe

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Tv<= Ks X Tc

Critical Load case for Punching Shear Check : 417

For Column 14

Shear Force(S) = 53.957 kN

Shear Stress(Tv) = 26.420 kN/m^2

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

Critical Load case for Punching Shear Check : 433

For Column 15

Shear Force(S) = 737.907 kN

Shear Stress(Tv) = 189.935 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 16

Shear Force(S) = 54.237 kN

Shear Stress(Tv) = 26.557 kN/m^2

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

Critical Load case for Punching Shear Check : 432

For Column 17

Shear Force(S) = 676.215 kN

Shear Stress(Tv) = 174.055 kN/m^2

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

Critical Load case for Punching Shear Check : 417

For Column 18

Shear Force(S) = 50.818 kN

Shear Stress(Tv) = 24.883 kN/m^2

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

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Critical Load case for Punching Shear Check : 430

For Column 19

Shear Force(S) = 468.094 kN

Shear Stress(Tv) = 120.486 kN/m^2

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

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) = 23229.387 mm2

Provided Area of Steel (Ast,Provided) = 23229.387 mm2

Astmin<= Ast,Provided Steel area is accepted

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = 50.000 mm

Selected spacing (S) = 68.122 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) = 68184.002 mm2

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = 50.000 mm

Selected spacing (S) = 279.009 mm

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

Bottom 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) = 9907.110 mm2

Provided Area of Steel (Ast,Provided) = 9907.110 mm2

Astmin<= Ast,Provided Steel area is accepted

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = = 50.000 mm

Selected spacing (S) = 159.878 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

Minimum Area of Steel (Astmin) = 68184.002 mm2

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Based on spacing reinforcement increment; provided reinforcement is

Based on spacing reinforcement increment; provided reinforcement is

Based on spacing reinforcement increment; provided reinforcement is

Based on spacing reinforcement increment; provided reinforcement is

Calculated Area of Steel (Ast) = 94089.206 mm2

Provided Area of Steel (Ast,Provided) = 94089.206 mm2

Astmin<= Ast,Provided Steel area is accepted

Selected bar Size (db) = Ø16

Minimum spacing allowed (Smin) = = 50.000 mm

Selected spacing (S) = 202.535 mm

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

Provided Reinforcement

Main bar no. for top Reinforcement: Ø16

Spacing of top reinforcement bar : 68.122 mm

Ø16 @ 65mm o.c.

Main bar no. for bottom Reinforcement: Ø16

Spacing of bottom reinforcement bar : 159.878 mm

Ø16 @ 155mm o.c.

Distribution bar no.: Ø16

Spacing of distribution bars : 202.535 mm

Ø16 @ 200mm o.c.

Distribution bar no.(Top): Ø16

Spacing of distribution bars(Top) : 279.009 mm

Ø16 @ 275mm o.c.

Pedestal Reinforcement Design

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Print Calculation Sheet

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