Base Reaction Verification
- mert.goktas (Unlicensed)
Safe & Aecbolt Base Reaction Comparison
Project
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 |
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 |
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 |
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 |
|
| 4 | O1 | -68.469 | 1 |
|
|
| 5 | O2 | -86.387 | 1 |
|
|
| 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 |
|
|
| 327.454 |
| 15 | Total |
|
|
| 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 |
|
|
| 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 |
|
|
| 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 |
|
| 4 | Opening | Area |
| -154.856 |
|
| 5 | Remain | Area | 100 | 835.964 | 83.596 |
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 |
| 1 | Project Name: Rockwell Slab Example Wall Take Plus | |||
| 2 | Include Automatic Rigid Zone Area Over Shearwall & Column button → Checked | |||
| 3 | Wall Takes Out-of-Plane Moment button → Unchecked | |||
| 4 | Slab & Column Rigid Materials arranged | |||
| 5 |  | |||
| 6 | Safe Analysis Result → Sum of Reactions | |||
| 7 | ||||
| 8 | Manuel Calculation | |||
| 9 | Self Weight | Super DL | LL wR | LL woR |
| 10 | Object Name Area sq ft height ft Unit kips
Slab 5624.473 1 150
O1 68.469 1
O2 86.387 1
Slab Remain 5469.617 1 150 820.443
All Column 63.465 11 150 104.717
SW 1 23.911 11 150 39.453
SW2 23.913 11 150 39.456
SW3 72.177 11 150 119.092
SW4 73.763 11 150 121.709
LG 7 6.146 0.63 3.872
LG 8 6.146 0.63 3.872
Shearwall Total 327.454
Total 1252.614 | Load Name Load Type SDL Area-Length Fx (kips)
LG 1 Area 20 990.82 19.816
LG 3 Area 20 1901.81 38.036
LG 5 Area 20 2381.06 47.621
LG 13 Line 0.6 19.41 11.644
LG 14 Line 0.6 19.41 11.644
LG 15 Line 0.6 19.41 11.644
LG 16 Line 0.6 19.39 11.631
LG 17 Line 0.6 19.74 11.844
LG 18 Line 0.6 19.74 11.844
LG 19 Line 0.6 19.68 11.806
LG 20 Line 0.6 19.71 11.825
LG 21 Area 35 42.92 1.502
LG 22 Area 35 42.92 1.502
LG 23 Area 35 42.92 1.502
LG 24 Area 35 42.86 1.500
LG 25 Area 35 44.90 1.572
LG 26 Area 35 44.90 1.572
LG 27 Area 35 44.66 1.563
LG 28 Area 35 44.80 1.568
LG 29 Line 0.6 124.52 74.713
LG 30 Line 0.6 124.06 74.438
LG 9 Line 0.32 6.15 1.967
LG 11 Line 0.32 6.15 1.967
Topla 364.720 | Load Name Load Type LL wR Area-Length Fx (kips)
LG 4 Area 40 1901.811 76.072
LG 6 Area 40 2381.063 95.243
Clone LG 21 Area 60 42.922 2.575
Clone LG 22 Area 60 42.921 2.575
Clone LG 23 Area 60 42.923 2.575
Clone LG 24 Area 60 42.859 2.572
Clone LG 25 Area 60 44.902 2.694
Clone LG 26 Area 60 44.902 2.694
Clone LG 27 Area 60 44.662 2.680
Clone LG 28 Area 60 44.799 2.688
LG 10 Line 0.65 6.146 3.99
LG 12 Line 0.65 6.146 3.99
Total 200.358 | |
| 11 | All Structure (kips) | |||
| 12 |
| |||
Safe & Aecbolt Analysis results were compared and it was understood that the values were very close to each other.