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(Problem 8.5 from the text book) (a) Knowing that ơall = the most economical metric wide-flange shape that should be used to support the loading shown. (b) Determine the values to be expected for om, Tm, and the principal stress ơmax at the junction of a flange and the web of the selected beam. 160 MPa and Tall = 100 MPa, select

(Problem 8.5 from the text book) (a) Knowing that ơall = the most economical metric wide-flange shape that should be used to support the loading shown. (b) Determine the values to be expected for om, Tm, and the principal stress ơmax at the junction of a flange and the web of the selected beam. 160 MPa and Tall = 100 MPa, select

Structural Analysis
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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1. (Problem 8.5 from the text book) (a) Knowing that oall = 160 MPa and Tall = 100 MPa, select the most economical metric wide-flange shape that should be used to support the loading shown. (b) Determine the values to be expected for om, Tm, and the principal stress ơmax at the junction of a flange and the web of the selected beam. 250 kN 250 kN 250 kN D 09 m 09 m 09 m 0.9 m
Transcribed Image Text:1. (Problem 8.5 from the text book) (a) Knowing that oall = 160 MPa and Tall = 100 MPa, select the most economical metric wide-flange shape that should be used to support the loading shown. (b) Determine the values to be expected for om, Tm, and the principal stress ơmax at the junction of a flange and the web of the selected beam. 250 kN 250 kN 250 kN D 09 m 09 m 09 m 0.9 m
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