2) Regd: Determine e of A relative to D Gst = 12 x 106 psi 101 lb ft 2-in. diameter 1000 lb · ft 900 lb · ft D 94 lb · ft 4 ft C B -5 ft- A
2) Regd: Determine e of A relative to D Gst = 12 x 106 psi 101 lb ft 2-in. diameter 1000 lb · ft 900 lb · ft D 94 lb · ft 4 ft C B -5 ft- A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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