Step-1: Safe & Aecbolt Base Reaction Comparsion
Base Reaction Manuel Calculation
Aecbolt - Safe Column Base Reaction Comparison
Aecbolt - Safe ShearWall Base Reaction Comparison
Aecbolt - Safe All Nodes Base Reaction Comparison
Base Reaction Manuel Calculation
Summary of Reaction Comparison Table
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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
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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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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 |
| 1 | SDL Manuel Calculation | ||||
| 2 | Load Name | Load Type | SDL | Area-Length | Fx (kips) |
| 3 | LG 1 | Area | 20 | 990.82 | 19.816 |
| 4 | LG 3 | Area | 20 | 1901.81 | 38.036 |
| 5 | LG 5 | Area | 20 | 2381.06 | 47.621 |
| 6 | LG 13 | Line | 0.6 | 19.41 | 11.644 |
| 7 | LG 14 | Line | 0.6 | 19.41 | 11.644 |
| 8 | LG 15 | Line | 0.6 | 19.41 | 11.644 |
| 9 | LG 16 | Line | 0.6 | 19.39 | 11.631 |
| 10 | LG 17 | Line | 0.6 | 19.74 | 11.844 |
| 11 | LG 18 | Line | 0.6 | 19.74 | 11.844 |
| 12 | LG 19 | Line | 0.6 | 19.68 | 11.806 |
| 13 | LG 20 | Line | 0.6 | 19.71 | 11.825 |
| 14 | LG 21 | Area | 35 | 42.92 | 1.502 |
| 15 | LG 22 | Area | 35 | 42.92 | 1.502 |
| 16 | LG 23 | Area | 35 | 42.92 | 1.502 |
| 17 | LG 24 | Area | 35 | 42.86 | 1.500 |
| 18 | LG 25 | Area | 35 | 44.90 | 1.572 |
| 19 | LG 26 | Area | 35 | 44.90 | 1.572 |
| 20 | LG 27 | Area | 35 | 44.66 | 1.563 |
| 21 | LG 28 | Area | 35 | 44.80 | 1.568 |
| 22 | LG 29 | Line | 0.6 | 124.52 | 74.713 |
| 23 | LG 30 | Line | 0.6 | 124.06 | 74.438 |
| 24 | LG 9 | Line | 0.32 | 6.15 | 1.967 |
| 25 | LG 11 | Line | 0.32 | 6.15 | 1.967 |
| 26 | Toplam |
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| 364.720 |
| 1 | LL wR Manuel Calculation | ||||
| 2 | Load Name | Load Type | LL wR | Area-Length | Fx (kips) |
| 3 | LG 4 | Area | 40 | 1901.811 | 76.072 |
| 4 | LG 6 | Area | 40 | 2381.063 | 95.243 |
| 5 | Clone LG 21 | Area | 60 | 42.922 | 2.575 |
| 6 | Clone LG 22 | Area | 60 | 42.921 | 2.575 |
| 7 | Clone LG 23 | Area | 60 | 42.923 | 2.575 |
| 8 | Clone LG 24 | Area | 60 | 42.859 | 2.572 |
| 9 | Clone LG 25 | Area | 60 | 44.902 | 2.694 |
| 10 | Clone LG 26 | Area | 60 | 44.902 | 2.694 |
| 11 | Clone LG 27 | Area | 60 | 44.662 | 2.680 |
| 12 | Clone LG 28 | Area | 60 | 44.799 | 2.688 |
| 13 | LG 10 | Line | 0.65 | 6.146 | 3.99 |
| 14 | LG 12 | Line | 0.65 | 6.146 | 3.99 |
| 15 | Total |
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| 200.358 |
| 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 Table
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