The single story two-bays frame is unbraced, and bending is about the x axis of each member. All beams are W16 × 57, and all columns are W10 × 100. If L1,beam = 18 ft, L2,beam = 20 ft, Ibeam = 758 in4, Lcolmns = 15 ft and Icolumn = 623 in4 . Assume the end A of a column is pinned. What are the elastic G factors for the joints A and B of the interior column?

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The single story two-bays frame is unbraced, and bending is about the x axis of each member. All beams are W16 × 57, and all columns are W10 × 100. If L_1,beam= 18 ft, L_2,beam= 20 ft, I_beam = 758 in⁴, L_colmns = 15 ft and I_column = 623 in⁴ . Assume the end A of a column is pinned. What are the elastic G factors for the joints A and B of the interior column?

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