Page 77 - Structural Steel Designers Handbook AISC, AASHTO, AISI, ASTM, and ASCE-07 Design Standards

Brockenbrough_Ch03.qxd 9/29/05 5:05 PM Page 3.9

CONNECTIONS

CONNECTIONS 3.9

A B C
27' 29'
0 k 18.4 k(T)
Roof 44.7 k

25' 0 k 23.2 k(C)
25.0 k(T) 34.8 k(T)

5.19 k(T) 0 k
2nd level 23.5 k
–" 2
18' – 0 1 17.0 k(T) 25.4 k(T) 22.7 k(C)

21.1 k

31.1 k 8.44 k 22.7 k
Elevation line 3
(c)

A B C D

1 H H H H

2 H H

3 H H H
Plan @ 2nd floor
(d)
FIGURE 3.3 (Continued)

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