Can you help me answer this problem pls? I need it asap. Thank you. 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.%3Da. 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.

Given data E = 200 GPa = 200000 Mpa Fy = 200 Mpa L = 12 m A = 8000 mm2 Iy = 37.7 x 10 6 mm4 Ix…

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.

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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