100 kips 15' 1S B -20 20 P9.34
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the reactions and all bar forces for the
truss in Figure P9.34. E = 29,000 ksi and members AB,
BC, AD, and DC have A = 3 in.2
, and members BD, DE,
and CE have A = 1 in.2 for all bars.
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