A7' long timber column with the cross section shown below is fixed on one end and pin connected on theother (i.e. pin-fixed column). E = 1,800 ksi, Fe = 1,350 psi and the allowable bending stress, (ob)all = 900psi.0.5"6"Plan ViewIf P is applied eccentrically, at x = 0.5", y = 0, determine the maximum load P that can be applied to thecolumn using the timber design code by:a) The allowable stress methodb) The interaction method

(A) compressive stress in the columnfc=PA+MxIyy×exwhere Ixx=4×6312=72 in4Mx=P×ex=0.5P and…

A7 long timber column with the cross section shown below is fixed on one end and pin connected on the other (i.e. pin-fixed column). E = 1,800 ksi, Fe = 1,350 psi and the allowable bending stress, (ob)an = 900 psi. 0.5" 6" Plan View If P is applied eccentrically, at x = 0.5", y = 0, determine the maximum load P that can be applied to the column using the timber design code by: a) The allowable stress method

A7 long timber column with the cross section shown below is fixed on one end and pin connected on the other (i.e. pin-fixed column). E = 1,800 ksi, Fe = 1,350 psi and the allowable bending stress, (ob)an = 900 psi. 0.5" 6" Plan View If P is applied eccentrically, at x = 0.5", y = 0, determine the maximum load P that can be applied to the column using the timber design code by: a) The allowable stress method

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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