In Tables 5A and 5C of the NDS Supplement, why is there only one value of reference bending design stress, Fby, about the Y axis while there are two values for reference bending design stress, F*bx and F'bx, about the X axis? The layup and orientation of lams are symmetric for bending about the X axis The layup and orientation of lams are symmetric for bending about the Y axis The two values for Fbx refer to Western Species and Southern Pine glulam members The flexural response is different for members subjected to tension (+) or compression (-)

In Tables 5A and 5C of the NDS Supplement, why is there only one value of reference bending design stress, Fby, about the Y axis while there are two values for reference bending design stress, F*bx and F'bx, about the X axis? The layup and orientation of lams are symmetric for bending about the X axis The layup and orientation of lams are symmetric for bending about the Y axis The two values for Fbx refer to Western Species and Southern Pine glulam members The flexural response is different for members subjected to tension (+) or compression (-)

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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