20' -20' 12' C 12' В 12' Rectanglar Snip A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The frame shown in Figure is unbraced, and bending is about the x-axis of the members. All beams are W18 x 35, and all columns are W10 x 54.
a. Determine the effective length factor Kx for column AB. Do not consider the stiffness reduction factor.
b. Determine the effective length factor Kx for column BC. Do not consider the stiffness reduction factor.
c. If Fy 5 50 ksi, is the stiffness reduction factor applicable to these columns?
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