P-1: A steel column has the following properties: E= 200 GPa, Fy = 200 MPa, %3D L = 12m, A = 8000 mm?, ly = 37.7 x 106 mm4 and Ix = 125.20 x 10 mm4. Assumed both ends are pinned. %3D a. Using NSCP 2001, compute the axial load capacity of the column. b. Using NSCP 2015, compute the design load of the column. c. Using NSCP 2015, compute the allowable load of the column.
P-1: A steel column has the following properties: E= 200 GPa, Fy = 200 MPa, %3D L = 12m, A = 8000 mm?, ly = 37.7 x 106 mm4 and Ix = 125.20 x 10 mm4. Assumed both ends are pinned. %3D a. Using NSCP 2001, compute the axial load capacity of the column. b. Using NSCP 2015, compute the design load of the column. c. Using NSCP 2015, compute the allowable load of the column.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:P-1: A steel column has the following properties: E= 200 GPa, Fy = 200 MPa,
L = 12m, A = 8000 mm?, ly = 37.7 x 106 mm4 and Ix = 125.20 x 106 mm4.
Assumed both ends are pinned.
%3D
a. Using NSCP 2001, compute the axial load capacity of the column.
b. Using NSCP 2015, compute the design load of the column.
c. Using NSCP 2015, compute the allowable load of the column.
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