A W18×50 steel wide flange section is simply supported and is subjected to the loads shown. Assume the beam is restrained laterally. Assume the uniform load includes self-weight. 250 lb/ft 20 kips A B 20 ft. a) Draw load, shear and moment diagrams for the beam considering all loads. b) Calculate the shear stress at the location of maximum shear using the average web shear approach,

A W18×50 steel wide flange section is simply supported and is subjected to the loads shown. Assume the beam is restrained laterally. Assume the uniform load includes self-weight. 250 lb/ft 20 kips A B 20 ft. a) Draw load, shear and moment diagrams for the beam considering all loads. b) Calculate the shear stress at the location of maximum shear using the average web shear approach,

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

Problem # 2
A W18×50 steel wide flange section is simply supported and is subjected to the loads shown.
Assume the beam is restrained laterally. Assume the uniform load includes self-weight.
250 lb/ft
20 kips
A
В
20 ft.
a) Draw load, shear and moment diagrams for the beam considering all loads.
b) Calculate the shear stress at the location of maximum shear using the average web shear
approach.
c) Calculate the maximum bending stress.
d) Calculate the maximum normal stress.
e) Calculate the maximum/minimum combined stresses
f) Calculate the maximum vertical deflection of the beam (considering only the vertical load)
g) Calculate the total horizontal compression of the beam (considering only the axial load)

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