Page 165 - Structural Steel Designers Handbook AISC, AASHTO, AISI, ASTM, and ASCE-07 Design Standards
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Brockenbrough_Ch03.qxd 9/29/05 5:05 PM Page 3.97
CONNECTIONS
CONNECTIONS 3.97
34.7 k 34.7 k
89 kips
41.4 k
41.4 k 35.4 k 491 kip-in
34.7 k 10.1 k
78.6 k
491 kip-in
41.4 k 35.4 k
W18 × 50
R = 49 kips
11.0 k
52.4 k 69.5 k 707 kip-in
78.6 k 19.3 k
51.2 k
52.4 k 68.5 k 707 kip-in
140 kips
52.4 k
51.2 k
FIGURE 3.54 Free-body diagram of vertical bracing using extended single-plate connection.
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