Safe & Aecbolt Base Reaction Comparison
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Aecbolt - Safe Column Base Reaction Comparison
| Self Weight | Super DL | LL wR | LL woR | ||||||||
Name | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % |
C2 | 38.840 | 38.517 | 0.83 | 33.449 | 33.207 | 0.72 | 9.376 | 9.316 | 0.64 | -0.143 | -0.304 | -112.59 |
C4 | 39.189 | 39.567 | 0.96 | 32.707 | 32.754 | 0.14 | 9.347 | 9.436 | 0.95 | -0.375 | -0.412 | -9.87 |
C6 | 38.750 | 37.171 | 4.07 | 33.227 | 31.41 | 5.47 | 9.548 | 8.94 | 6.37 | -1.034 | -0.66 | -36.17 |
C8 | 41.574 | 40.321 | 3.01 | 34.658 | 33.45 | 3.49 | 10.383 | 9.934 | 4.32 | -1.039 | -0.881 | -15.21 |
C9 | 40.176 | 40.393 | 0.54 | 33.820 | 33.208 | 1.81 | 9.715 | 9.736 | 0.22 | -0.402 | -0.413 | -2.74 |
C10 | 40.773 | 40.588 | 0.45 | 34.485 | 33.851 | 1.84 | 9.762 | 9.763 | 0.01 | -0.047 | -0.28 | -495.74 |
C11 | 45.359 | 44.960 | 0.88 | 4.829 | 4.858 | 0.60 | 8.618 | 8.675 | 0.66 | 3.59 | 3.164 | 11.87 |
C12 | 61.758 | 67.288 | 8.95 | 5.616 | 6.235 | 11.02 | 12.221 | 13.5 | 10.47 | 5.133 | 5.626 | 9.60 |
C13 | 63.978 | 69.673 | 8.90 | 6.158 | 7.129 | 15.77 | 12.64 | 13.97 | 10.52 | 5.626 | 6.103 | 8.48 |
C14 | 48.275 | 48.674 | 0.83 | 4.174 | 4.851 | 16.22 | 8.928 | 9.111 | 2.05 | 4.665 | 4.557 | 2.32 |
C32 | 25.792 | 27.208 | 5.49 | 24.848 | 25.801 | 3.84 | 6.095 | 6.523 | 7.02 | 0.013 | -0.02 | 253.85 |
C33 | 21.762 | 22.656 | 4.11 | 16.274 | 16.032 | 1.49 | 4.358 | 4.523 | 3.79 | -0.182 | -0.082 | -54.95 |
C34 | 26.706 | 28.585 | 7.04 | 24.190 | 24.114 | 0.31 | 5.885 | 6.407 | 8.87 | -0.184 | -0.043 | -76.63 |
C35 | 22.779 | 23.590 | 3.56 | 17.537 | 17.733 | 1.12 | 4.808 | 5.017 | 4.35 | 0.008 | -0.029 | 462.50 |
Total (kips) | 555.71 | 569.19 | 2.43 | 305.97 | 304.63 | 0.44 | 121.68 | 124.85 | 2.60 | 15.63 | 16.33 | 4.46 |
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Aecbolt - Safe ShearWall Base Reaction Comparison
| Self Weight | Super DL | LL wR | LL woR | ||||||||
Name | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % |
All Shearwall Nodes | 678.37 | 637.57 | 6.01 | 55.52 | 55.57 | 0.09 | 78.64 | 75.63 | 3.82 | 67.96 | 66.69 | 1.86 |
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Aecbolt - Safe All Nodes Base Reaction Comparison
| Self Weight | Super DL | LL wR | LL woR | ||||||||
Name | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % | Aecbolt Local (kips) | Safe (kips) | Dif % |
Total (kips) | 555.71 | 569.19 | 2.43 | 305.97 | 304.63 | 0.44 | 121.68 | 124.85 | 2.60 | 15.63 | 16.33 | 4.46 |
All Shearwall Nodes | 678.37 | 637.57 | 6.01 | 55.52 | 55.57 | 0.09 | 78.64 | 75.63 | 3.82 | 67.96 | 66.69 | 1.86 |
Total | 1234.08 | 1206.76 | 2.21 | 361.49 | 360.20 | 0.36 | 200.32 | 200.48 | 0.08 | 83.59 | 83.02 | 0.68 |
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1 | LL woR Manuel Calculation | ||||
2 | Load Name | Load Type | LL woR | Area-Length | Fx (kips) |
3 | LG 2 | Area | 100 | 990.820 |
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4 | Opening | Area | -154.856 |
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5 | Remain | Area | 100 | 835.964 | 83.596 |
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Summary of Reaction Comparison
Name | Manuel Calculation | Aecbolt | Safe |
Self Weight | 1252.614 | 1234.18 | 1206.76 |
Super DL | 364.720 | 361.61 | 360.20 |
LL wR | 200.358 | 200.35 | 200.48 |
LL woR | 83.596 | 83.59 | 83.03 |
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