strip footing design page 1 of 61 - bentley
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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
Page 1 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 2 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 3 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 4 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 5 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 6 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 7 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 8 of 61Strip Footing Design
11/6/2018file://C:\Staad Foundation Advanced 7\CalcXsl\Combined.xml
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
Page 11 of 61Strip Footing Design
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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
418 51.014 0.906 -0.663 -0.717 -2.905
419 50.196 5.111 -2.659 -2.870 -16.385
420 51.014 0.906 -0.663 -0.717 -2.905
421 51.413 4.231 2.288 2.517 -13.566
426 51.305 0.013 0.018 0.019 0.765
427 51.323 -2.483 -0.008 -0.009 7.155
428 52.580 -1.476 9.108 10.005 4.733
429 47.871 -1.014 -12.990 -14.014 3.251
430 51.407 -12.240 0.009 0.010 27.442
431 51.426 -14.736 -0.016 -0.018 33.832
432 52.683 -13.729 9.100 9.996 31.410
433 47.973 -13.267 -12.998 -14.023 29.929
-
Column Number : 823
401 537.212 -504.610 -0.032 0.003 2430.962
402 77.005 247.931 -3.363 -6.619 -1265.223
403 364.536 -317.156 0.731 1.943 1510.253
404 459.401 -360.826 0.801 2.173 1724.749
405 -64.370 409.488 -18.016 -35.243 -2058.763
406 318.074 -199.321 -5.645 -10.822 931.470
407 -64.370 409.488 -18.016 -35.243 -2058.763
408 318.074 -199.321 -5.645 -10.822 931.470
409 -17.810 291.617 18.569 43.567 -1479.766
414 -118.806 581.106 -3.322 -6.570 -2854.115
415 168.725 16.020 0.773 1.992 -78.639
416 263.590 -27.651 0.842 2.222 135.858
417 -260.182 742.663 -17.975 -35.195 -3647.655
418 122.263 133.854 -5.603 -10.773 -657.422
419 -260.182 742.663 -17.975 -35.195 -3647.655
420 122.263 133.854 -5.603 -10.773 -657.422
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51.428 -14.654 -0.002 -0.003 33.569
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C l N b 922
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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 :
Page 36 of 61Strip Footing Design
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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
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
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51.338 13.436 -5.351 -5.936 -30.470
-
Column Number : 826
401 537.001 504.611 0.128 0.301 -2430.961
402 -18.107 -289.403 9.825 18.096 1468.974
403 459.187 358.623 0.173 0.332 -1713.927
404 364.322 319.359 0.255 0.517 -1521.078
405 -64.523 -409.494 -6.889 -15.652 2058.741
406 317.892 199.311 -5.881 -14.587 -931.508
407 -64.523 -409.494 -6.889 -15.652 2058.741
408 317.892 199.311 -5.881 -14.587 -931.508
409 76.759 -250.124 28.437 55.236 1276.088
414 -213.918 -622.579 9.704 17.839 3057.864
415 263.376 25.447 0.052 0.075 -125.037
416 168.511 -13.817 0.134 0.260 67.813
417 -260.335 -742.670 -7.010 -15.909 3647.631
418 122.081 -133.865 -6.002 -14.844 657.382
419 -260.335 -742.670 -7.010 -15.909 3647.631
420 122.081 -133.865 -6.002 -14.844 657.382
421 -119.052 -583.300 28.316 54.979 2864.978
426 360.741 277.341 0.036 0.014 -1352.405
427 321.638 65.529 -0.049 -0.027 -331.737
428 340.837 171.471 132.416 280.650 -841.943
429 341.277 171.398 -63.126 -167.917 -842.201
430 556.552 610.517 0.157 0.272 -2941.295
431 517.449 398.704 0.072 0.231 -1920.628
432 536.648 504.647 132.537 280.907 -2430.833
433 537.088 504.574 -63.005 -167.660 -2431.092
-
Column Number : 929
401 51.415 13.486 0.019 0.022 -30.632
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
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-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 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
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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 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
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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 -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
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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 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
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48.554 7.198 3.307 3.576 -11.788
403 48.790 10.583 -0.472 -0.522 -22.388
404 48.818 10.269 -0.309 -0.342 -21.407
405 48.192 6.489 -1.533 -1.625 -9.608
406 47.457 9.547 -7.774 -8.329 -19.183
407 48.192 6.489 -1.533 -1.625 -9.608
408 47.457 9.547 -7.774 -8.329 -19.183
409 48.659 7.561 3.768 4.071 -12.920
414 48.500 -3.568 3.069 3.324 11.222
415 48.736 -0.183 -0.710 -0.774 0.622
416 48.764 -0.497 -0.547 -0.594 1.602
417 48.138 -4.277 -1.771 -1.877 13.402
418 47.403 -1.219 -8.012 -8.581 3.826
419 48.138 -4.277 -1.771 -1.877 13.402
420 47.403 -1.219 -8.012 -8.581 3.826
421 48.605 -3.205 3.530 3.819 10.090
426 49.248 2.779 -0.306 -0.323 -7.993
427 49.230 0.027 -0.442 -0.470 -0.798
428 50.138 1.765 6.402 6.978 -5.511
429 41.689 1.007 -25.905 -27.739 -3.181
430 49.303 13.545 -0.068 -0.070 -31.002
431 49.284 10.793 -0.204 -0.218 -23.808
432 50.192 12.530 6.640 7.231 -28.520
433 41.743 11.773 -25.667 -27.486 -26.191
-
Column Number : 840
401 461.763 265.819 9.338 -0.598 -1498.521
402 -53.525 -270.828 27.510 121.390 1626.050
403 227.302 22.385 4.644 7.910 -71.188
404 172.983 -13.873 6.111 9.536 125.850
405 -41.994 -239.951 -3.103 -4.650 1454.398
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
------------------------------------------------------
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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