2. The frame shown in the Figure is unbraced, and bending is about x-axis of the members. All beams are 18 x 35 and columns are 12 x 58. а. 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. If Fy =36 ksi is the stiffness factor applicable to these columns? C. 20 20 12' C 12' B 12'

2. The frame shown in the Figure is unbraced, and bending is about x-axis of the members. All beams are 18 x 35 and columns are 12 x 58. а. 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. If Fy =36 ksi is the stiffness factor applicable to these columns? C. 20 20 12' C 12' B 12'

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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