Design a glulam column 3.5 m in length to support an axial load of 150 kN. The column is to be built with 30mm thick and 200mm wide laminations of Benguet pine lumber (E = 8.963 GPa, Fc = 6.895 MPa). Assume a normal load duration and pinned-end conditions.

Structural Analysis
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Chapter2: Loads On Structures
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Problem 2.
Design a glulam column 3.5 m in length to support an axial load of 150 kN. The column is to be built with 30mm thick and 200mm
wide laminations of Benguet pine lumber (E = 8.963 GPa, Fc = 6.895 MPa). Assume a normal load duration and pinned-end
conditions.
Transcribed Image Text:Problem 2. Design a glulam column 3.5 m in length to support an axial load of 150 kN. The column is to be built with 30mm thick and 200mm wide laminations of Benguet pine lumber (E = 8.963 GPa, Fc = 6.895 MPa). Assume a normal load duration and pinned-end conditions.
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