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Calculate the maximum allowable load that a nominal 203.2x 203.2 mm (8”x8”) sawn lumber column, 4.0m long, can carry. The applied loading is for 20-year duration and the wood used is visually graded sawn Apitong (E = 7.31 GPa, Fc = 9.56 MPa). The column is both pin at ends. Consider actual size of 7.25”x 7.25” and CD = 1.0.

Calculate the maximum allowable load that a nominal 203.2x 203.2 mm (8”x8”) sawn lumber column, 4.0m long, can carry. The applied loading is for 20-year duration and the wood used is visually graded sawn Apitong (E = 7.31 GPa, Fc = 9.56 MPa). The column is both pin at ends. Consider actual size of 7.25”x 7.25” and CD = 1.0.

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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Calculate the maximum allowable load that a nominal 203.2x 203.2 mm (8”x8”) sawn lumber column, 4.0m long, can carry. The applied loading is for 20-year duration and the wood used is visually graded sawn Apitong (E = 7.31 GPa, Fc = 9.56 MPa). The column is both pin at ends. Consider actual size of 7.25”x 7.25” and CD = 1.0.

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