Page 76 - Structural Steel Designers Handbook AISC, AASHTO, AISI, ASTM, and ASCE-07 Design Standards

Brockenbrough_Ch03.qxd 9/29/05 5:05 PM Page 3.8

CONNECTIONS

3.8 CHAPTER THREE

V

H

H

V
(a)

C D
32'
0 k
Roof 55.4 k

25' 0 k 42.8 k(C)
70.0 k(T)
55.4 k(C)
2nd level 5.63 k
–" 2
18' – 0 1 42.8 k(T) 70.0 k(T) 77.1 k(C)

61.0 k
77.1 k 77.1 k
Elevation line 2
(b)
FIGURE 3.3 Analysis of a concentrically braced structure. (a) Assumed
configuration of the bracing connection. (b) Elevation along line 2. (c) Elevation
along line 3. (d) Plan at second floor.

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