q = 200 lb/ft A C B -a = 12 ft- -b = 6 ft y |0.787 in. 2.613 in. C PROBLEM 5.5-23
q = 200 lb/ft A C B -a = 12 ft- -b = 6 ft y |0.787 in. 2.613 in. C PROBLEM 5.5-23
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
A beam ABC with an overhang from B to C supports a uniform load of
200 lb/ft throughout its length (sec figure). The beam is a channel section
with dimensions as shown in the figure. The moment of inertia about
the - axis (the neutral axis) equals 8.13 in4.
a. Calculate the maximum tensile stress oand maximum
compressive stress tr, due to the uniform load.
Find the required span length a that results in the ratio of larger to
smaller compressive stress being equal to the ratio of larger to smaller
tensile stress for the beam. Assume that the total length L = a + h=18 ft
remains unchanged.
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