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Step-1: Safe & Aecbolt Base Reaction Comparsion
Base Reaction Manuel Calculation
Aecbolt - Safe Column Base Reaction Comparison
Aecbolt - Aecbolt Column Safe ShearWall Base Reaction Comparison
Aecbolt - Safe All Nodes Base Reaction ComparsionComparison
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Summary of Reaction Comparison Table
→ Self Weight
→ Super DL
→ LL wR
→ LL woR
→ Shearwall Node Reaction
→ All Node Reaction
Step-2
Safe Slab Design Analysis Result - Aecbolt Slab Design Analysis Result Comparison
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→ Punching Shear , D/C Ratio
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Step-1 → Safe & Aecbolt Base Reaction Comparsion
Project
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Base Reaction Manuel Calculation
| 1 | Self Weight Manuel Calculation | ||||
| 2 | Object Name | Area sq ft | Height ft | Unit | Kips |
| 3 | Slab | 5624.473 | 1 | 150 |
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| 4 | O1 | -68.469 | 1 |
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| 5 | O2 | -86.387 | 1 |
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| 6 | Slab Remain | 5469.617 | 1 | 150 | 820.443 |
| 7 | All Column | 63.465 | 11 | 150 | 104.717 |
| 8 | SW 1 | 23.911 | 11 | 150 | 39.453 |
| 9 | SW2 | 23.913 | 11 | 150 | 39.456 |
| 10 | SW3 | 72.177 | 11 | 150 | 119.092 |
| 11 | SW4 | 73.763 | 11 | 150 | 121.709 |
| 12 | LG 7 (line) | 6.146 | 0.63 | 3.872 | |
| 13 | LG 8 (line) | 6.146 | 0.63 | 3.872 | |
| 14 | Shearwall Total |
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| 327.454 |
| 15 | Total |
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| 1252.614 |
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| 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
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