Design a glulam column 3.0 m in length to support an axial load of 150 kN. The column is to be built with 35mm thick and 175mm wide laminations of Yakal lumber (E = 9.78 GPa, Fc = 15.8 MPa). Assume a normal load duration, wet service condition and fixed-end connection with lateral support at both ends. Input the number of glulam.
Design a glulam column 3.0 m in length to support an axial load of 150 kN. The column is to be built with 35mm thick and 175mm wide laminations of Yakal lumber (E = 9.78 GPa, Fc = 15.8 MPa). Assume a normal load duration, wet service condition and fixed-end connection with lateral support at both ends. Input the number of glulam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Design a glulam column 3.0 m in length to support an axial load of 150 kN. The column is to be built with 35mm thick and 175mm
wide laminations of Yakal lumber (E = 9.78 GPa, Fc = 15.8 MPa). Assume a normal load duration, wet service condition and fixed-end
connection with lateral support at both ends.
Input the number of glulam.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6b56d3c7-5c21-447c-8a7d-737f4473aaf1%2F90fb7fb4-42f2-4c16-9f61-77cf322a9770%2Fg77zk67_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design a glulam column 3.0 m in length to support an axial load of 150 kN. The column is to be built with 35mm thick and 175mm
wide laminations of Yakal lumber (E = 9.78 GPa, Fc = 15.8 MPa). Assume a normal load duration, wet service condition and fixed-end
connection with lateral support at both ends.
Input the number of glulam.
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