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Determine effective length factor (K) for the moment resisting frame (uninhabited). Section D W 360 x 122 Pinned A L = 4.80 m W 310 x 74 Section I L = 7.20 m H W 310 x 143 W 360 x 122 Fixed G E L = 4.20 m L = 4.80 m Columns VOWE ㅏ W 310 x 60 L = 6.60 m L = 6.60 m W 310 x 74 H W 360 x 179 > W 360 x 179 CF, FH & AD H F A Section L = 4.20 m HSection A Section L = 4.80 m HSect Section in the following

Determine effective length factor (K) for the moment resisting frame (uninhabited). Section D W 360 x 122 Pinned A L = 4.80 m W 310 x 74 Section I L = 7.20 m H W 310 x 143 W 360 x 122 Fixed G E L = 4.20 m L = 4.80 m Columns VOWE ㅏ W 310 x 60 L = 6.60 m L = 6.60 m W 310 x 74 H W 360 x 179 > W 360 x 179 CF, FH & AD H F A Section L = 4.20 m HSection A Section L = 4.80 m HSect Section in the following

Structural Analysis
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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Determine effective length factor (K) for the Columns moment resisting frame (uninhabited). Section D W 360 x 122 Pinned A L = 4.80 m W 310 x 74 Section I L = 7.20 m H W 310 x 143 W 360 x 122 G E Fixed B I W 310 x 60 L = 6.60 m L = 4.80 m L = 6.60 m I W 310 x 74 I W 360 x 179 W 360 x 179 CF, FH & AD H F Fixed A Section L = 4.20 m HSection A Section L = 4.80 m CHS Section in the following
Transcribed Image Text:Determine effective length factor (K) for the Columns moment resisting frame (uninhabited). Section D W 360 x 122 Pinned A L = 4.80 m W 310 x 74 Section I L = 7.20 m H W 310 x 143 W 360 x 122 G E Fixed B I W 310 x 60 L = 6.60 m L = 4.80 m L = 6.60 m I W 310 x 74 I W 360 x 179 W 360 x 179 CF, FH & AD H F Fixed A Section L = 4.20 m HSection A Section L = 4.80 m CHS Section in the following
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