Page 350 - Forensic Structural Engineering Handbook

TEMPORARY STRUCTURES IN CONSTRUCTION 10.37

2 × 10 platform

32'

18.5'
(b)

(c)
FIGURE 10.5 A West Coast hotel. (Continued) (b) Typical elevation
of the scaffolding. (From Raymond A. LaTona, Simpson Gumpertz &
Hager, Inc. San Francisco, CA.) (c) Break at a defective repair weld in
the bottom chord. (From Raymond A. LaTona, Simpson Gumpertz &
Hager, Inc. San Francisco, CA.)