A compression member is built up from a W14x90 and a W10x49, both of A992 steel. a. Compute rx and ry for the built-up shape. b. Neglect flexural torsional buckling and compute the available strength for KxL = KyL = 30 feet using LRFD.
A compression member is built up from a W14x90 and a W10x49, both of A992 steel. a. Compute rx and ry for the built-up shape. b. Neglect flexural torsional buckling and compute the available strength for KxL = KyL = 30 feet using LRFD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A compression member is built up from a W14x90 and a W10x49, both of A992 steel.
a. Compute rx and ry for the built-up shape.
b. Neglect flexural torsional buckling and compute the available strength for KxL = KyL = 30 feet
using LRFD.
Transcribed Image Text:700
W14×90
W10x49
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