Determine the safe load P that the member below can carry using ASD and LRFD. The column is W18x60, A-50 steel. The column has an intermediate brace in the weak direction as shown. W18x60: A = 11400mm^2 Rx = 189.64mm - Ry = 42.82mm Fy = 350 MPa

Determine the safe load P that the member below can carry using ASD and LRFD. The column is W18x60, A-50 steel. The column has an intermediate brace in the weak direction as shown. W18x60: A = 11400mm^2 Rx = 189.64mm - Ry = 42.82mm Fy = 350 MPa

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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Question

Determine the safe load P that the member below can carry
using ASD and LRFD. The column is W18x60, A-50 steel. The
column has an intermediate brace in the weak direction as
shown. W18x60:
A = 11400mm^2
Rx = 189.64mm
Ry = 42.82mm
Fy = 350 MPa
3m
4m
y
X

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Step 1: We are given

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Step 2: Governing slenderness ratio :

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Step 3: Nominal compression strength of member :

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Step 4: Safe value P as per ASD :

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