1. Factored Axial Loads and Bending Moments
1.1. Service Loads
Table 2 - Exterior column service loads
|
Load Case
| Axial Load, kip
| Bending Moment, ft-kip
|
Top
| Bottom
|
Dead, D
| 286.0
| -36.2
| -34.3
|
Live, L
| 48.9
| -13.6
| -12.9
|
Roof Live, Lr
| 9.98
| 0.0
| 0.0
|
Wind, W (N-S)
| 9.2
| -53.8
| -46.3
|
1.2. Load Combinations - Factored Loads
Table 3 - Exterior column factored loads
|
ASCE 7-10
Reference
| No.
| Load Combination
| Axial Load, kip
| Bending Moment, ft-kip
| MTop,ns
ft-kip
| MBottom,ns
ft-kip
| MTop,s
ft-kip
| MBottom,s
ft-kip
|
Top
| Bottom
|
2.3.2-1
| 1
| 1.4D
| 400.4
| 50.7
| 48.0
| 50.7
| 48.0
| ---
| ---
|
2.3.2-2
| 2
| 1.2D + 1.6L + 0.5Lr
| 426.4
| 65.2
| 61.8
| 65.2
| 61.8
| ---
| ---
|
2.3.2-3
| 3
| 1.2D + 0.5L + 1.6Lr
| 383.6
| 50.2
| 47.6
| 50.2
| 47.6
| ---
| ---
|
4
| 1.2D + 1.6Lr + 0.8W
| 366.5
| 86.5
| 78.2
| 43.4
| 41.2
| 43.0
| 37.0
|
5
| 1.2D + 1.6Lr - 0.8W
| 351.8
| 0.4
| 4.1
| 43.4
| 41.2
| -43.0
| -37.0
|
2.3.2-4
| 6
| 1.2D + 0.5L + 0.5Lr + 1.0W
| 381.8
| 104.0
| 93.9
| 50.2
| 47.6
| 53.8
| 46.3
|
7
| 1.2D + 0.5L + 0.5Lr - 1.0W
| 363.4
| -3.6
| 1.3
| 50.2
| 47.6
| -53.8
| -46.3
|
2.3.2-6
| 8
| 0.9D + 1.0W
| 266.6
| 86.4
| 77.2
| 32.6
| 30.9
| 53.8
| 46.3
|
9
| 0.9D - 1.0W
| 248.2
| -21.2
| -15.4
| 32.6
| 30.9
| -53.8
| -46.3
|