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Safe Base Reaction - Aecbolt Column Base Reaction - Comparsion
→ Base Reaction Manuel Calculation
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→ Self Weight
→ Super DL
→ LL wR
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→ Punching Shear , D/C Ratio
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Project
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| 1 | |
| 2 | |
| 3 | Manuel Calculation |
| 4 | Self Weight | Super DL | LL wR | LL woR |
| 5 | | Code Block |
|---|
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
Total 1252.614
|
| | Code Block |
|---|
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
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| | Code Block |
|---|
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
|
| | Code Block |
|---|
Load Name Load Type LL woR Area-Length Fx (kips)
LG 2 Area 100 990.820
Opening Area 154.856
Remain Area 100 835.964 83.596
|
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| 6 | | | | |
Safe - Aecbolt Analysis Result Comparsion
| 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 and Slab Rigid Materials arranged |
Insertion Point |
|---|
Bridge Parameters | Code Block |
|---|
IP1 Abut1 0 -16.5
IP2 Abut1 0 -5.5
IP3 Abut1 0 5.5
IP4 Abut1 0 16.5
IP5 Pier2 0 -16.5
IP6 Pier2 0 -5.5
IP7 Pier2 0 5.5
IP8 Pier2 0 16.5
IP9 Pier3 0 -16.5
IP10 Pier3 0 -5.5
IP11 Pier3 0 5.5
IP12 Pier3 0 16.5
IP13 Abut4 0 -16.5
IP14 Abut4 0 -5.5
IP15 Abut4 0 5.5
IP16 Abut4 0 16.5 |
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