1. A W150×18-shape rolled-steel beam is to be used for the structure shown in thefollowing figure. For the rolled-steel, the maximum normal stress [] = 170 MPa andthe maximum shear stress [7] = 100 MPa. Knowing d = 153 mm, tw = 5.8 mm,=9.2 x 10-6 m², S₂ = 1.2 x 10-4 m³, determine the allowable load F acting at the1₂middle of the beam.A3 m· — · — · –twbfFNA3 mdB

Given Data : σ=170 MPa τmax=100 MPa Sz=1.2×10-4 m3

1. A W150×18-shape rolled-steel beam is to be used for the structure shown in the following figure. For the rolled-steel, the maximum normal stress [0] = 170 MPa and the maximum shear stress [7] = 100 MPa. Knowing d = 153 mm, tw = 5.8 mm, 1₂ = 9.2 x 10-6 m², S₂: = 1.2 x 10-4 m³, determine the allowable load F acting at the middle of the beam. A 3 m F Į H tw bf tf 3 m B

1. A W150×18-shape rolled-steel beam is to be used for the structure shown in the following figure. For the rolled-steel, the maximum normal stress [0] = 170 MPa and the maximum shear stress [7] = 100 MPa. Knowing d = 153 mm, tw = 5.8 mm, 1₂ = 9.2 x 10-6 m², S₂: = 1.2 x 10-4 m³, determine the allowable load F acting at the middle of the beam. A 3 m F Į H tw bf tf 3 m B

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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