A steel column with effective length of 8 m(supported with fixed at both ends) issupported with compressive force P. Radiiof gyrations rx = ry = 38.90 mm. A = 3200mm^2. Use E = 200 GPa AND Fy = 250MРа.(1) Using NSCP 2001, compute the effectiveslenderness ratio of the column.(2) Which of the following most nearly givesdesign axial load of the column inkiloNewtons (NSCP 2015)(3) Which of the ff. most nearly gives theelastic buckling stress in MPa of the column.

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A steel column with effective length of 8 m (supported with fixed at both ends) is supported with compressive force P. Radii of gyrations rx = ry = 38.90 mm. A = 3200 mm^2. Use E = 200 GPa AND Fy = 250 MPa %3D

A steel column with effective length of 8 m (supported with fixed at both ends) is supported with compressive force P. Radii of gyrations rx = ry = 38.90 mm. A = 3200 mm^2. Use E = 200 GPa AND Fy = 250 MPa %3D

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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