Required information Problem 08.012 - Determine principal stresses in a rolled beam Consider the loading shown. The allowable normal stress for the steel used is 24.4 ksi. 48 kips A B 48 kips 2 ft2 ft Shape $15 × 42.9 $12 × 50 C -6 ft The section modulus is 48 kips 2 ft Problem 08.012.a - Determine an appropriate wide flange section. Determine the section modulus and select the most economical S-shape beam to support the loading shown using the table given below. (Round the final answer to one decimal place. You must provide an answer before moving to the next part.) E S (in³) 59.4 50.6 in³.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Problem 08.012 - Determine principal stresses in a rolled beam
Consider the loading shown. The allowable normal stress for the steel used is 24.4 ksi.
48 kips
A
B
48 kips
2 ft2 ft
Shape
$15 × 42.9
$12 × 50
C
-6 ft
The section modulus is
48 kips
2 ft
Problem 08.012.a - Determine an appropriate wide flange section.
Determine the section modulus and select the most economical S-shape beam to support the loading shown using the table given
below. (Round the final answer to one decimal place. You must provide an answer before moving to the next part.)
E
S (in³)
59.4
50.6
in³.
Transcribed Image Text:Required information Problem 08.012 - Determine principal stresses in a rolled beam Consider the loading shown. The allowable normal stress for the steel used is 24.4 ksi. 48 kips A B 48 kips 2 ft2 ft Shape $15 × 42.9 $12 × 50 C -6 ft The section modulus is 48 kips 2 ft Problem 08.012.a - Determine an appropriate wide flange section. Determine the section modulus and select the most economical S-shape beam to support the loading shown using the table given below. (Round the final answer to one decimal place. You must provide an answer before moving to the next part.) E S (in³) 59.4 50.6 in³.
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