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:, bf = 250 mmd = 350 mmtf = 16.4 mmtw = 9.5 mm lx = 266 x 106 mm4ly = 44.54 x 106 mm4 A = 11550 mm2 a) Determine the effective slenderness ratio of the column with respect to lateral bucking about the x-axis.b) Determine the effective slenderness ratio of the column with respect to lateral bucking about the y-axis.c) Determine the axial load capacity of the column in kN using NSCP. 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 midheight about the weak axis (Y-axis). Use Fy = 248MPAProperties of W350_x 90:,bf = 250 mmd = 350 mmtf = 16.4 mmtw = 9.5 mmIx = 266 x 106 mm4ly = 44.54 x 106 mm4A = 11550 mm2a) Determine the effective slenderness ratio of the column with respect to lateral bucking about the x-axis.b) Determine the effective slenderness ratio of the column with respect to lateral bucking about the y-axis.c) Determine the axial load capacity of the column in kN using NSCP.

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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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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:,

bf = 250 mm

d = 350 mm

tf = 16.4 mm

tw = 9.5 mm

lx = 266 x 10⁶ mm⁴

ly = 44.54 x 10⁶ mm⁴

A = 11550 mm²

a) Determine the effective slenderness ratio of the column with respect to lateral bucking about the x-axis.

b) Determine the effective slenderness ratio of the column with respect to lateral bucking about the y-axis.

c) Determine the axial load capacity of the column in kN using NSCP.

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:,
bf = 250 mm
d = 350 mm
tf = 16.4 mm
tw = 9.5 mm
Ix = 266 x 106 mm4
ly = 44.54 x 106 mm4
A = 11550 mm2
a) Determine the effective slenderness ratio of the column with respect to lateral bucking about the x-axis.
b) Determine the effective slenderness ratio of the column with respect to lateral bucking about the y-axis.
c) Determine the axial load capacity of the column in kN using NSCP.

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