The W350x90 section is used as a column 10m long. The column Is fixed at one end and hinged at the other end. Braced at mid height about the weak axis (Y-axis). Use Fy = 248MPa Properties of W350 x 90:, of=250 mm f=16.4 mm x=266 x 105 mm² A=11550 mm² d = 350 mm tw = 9.5 mm ly = 44.54 x 105 mm² ) Determine the effective slenderness ratio of the column with respect to lateral bucking about the x-axis. ) Determine the effective slenderness ratio of the column with respect to lateral bucking about the y-axis. -) Determine the axial load capacity of the column in kN sing NSCP. CIVIL ENGINEERING STEEL DESIGN

The W350x90 section is used as a column 10m long. The column Is fixed at one end and hinged at the other end. Braced at mid height about the weak axis (Y-axis). Use Fy = 248MPa Properties of W350 x 90:, of=250 mm f=16.4 mm x=266 x 105 mm² A=11550 mm² d = 350 mm tw = 9.5 mm ly = 44.54 x 105 mm² ) Determine the effective slenderness ratio of the column with respect to lateral bucking about the x-axis. ) Determine the effective slenderness ratio of the column with respect to lateral bucking about the y-axis. -) Determine the axial load capacity of the column in kN sing NSCP. CIVIL ENGINEERING STEEL DESIGN

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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