1. Factored Axial Loads and Bending Moments

1.1. Service Loads

Table 1 - Exterior column service loads

Load Case

Axial Load, kip

Bending Moment, ft-kip

Top

Bottom

Dead, D

622.4

34.8

17.6

Live, L

73.9

15.4

7.7

Roof Live, Lr

8.6

0.0

0.0

Wind, W (N-S)

-48.3

17.1

138.0

Wind, W (S-N)

48.3

-17.1

-138.0


1.2. Load Combinations - Factored Loads

Table 2 - 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

871.4

48.7

24.6

48.7

24.6

---

---

2.3.2-2

2

1.2D + 1.6L + 0.5Lr

869.4

66.4

33.4

66.4

33.4

---

---

2.3.2-3

3

1.2D + 0.5L + 1.6Lr

797.6

49.5

25.0

49.5

25.0

---

---

4

1.2D + 1.6Lr + 0.8W

722.0

55.4

131.5

41.8

21.1

13.7

110.4

5

1.2D + 1.6Lr - 0.8W

799.3

28.1

-89.3

41.8

21.1

-13.7

-110.4

2.3.2-4

6

1.2D + 0.5L + 0.5Lr + 1.6W

710.9

76.8

245.8

49.5

25.0

27.4

220.8

7

1.2D + 0.5L + 0.5Lr - 1.6W

865.4

22.1

-195.8

49.5

25.0

-27.4

-220.8

2.3.2-6

8

0.9D + 1.6W

482.9

58.7

236.6

31.3

15.8

27.4

220.8

9

0.9D - 1.6W

637.4

4.0

-205.0

31.3

15.8

-27.4

-220.8