Knowing that the allowable normal stress for the steel used is 23 ksi, determine the section modulus and select the most economical wide-flange beam to support the loading shown using the table given. 1.5 kips/ft 0.5 kip/ft B 18 ft Shape W21 x 44 W18 × 50 W16 × 57 W14 x 53 W12 x 72 S (in³) 81.6 88.9 92.2 77.8 97.4

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter1: Introduction
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Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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Choose the most economical wide flange beam.

Knowing that the allowable normal stress for the steel used is 23 ksi, determine the section modulus and select the most economical
wide-flange beam to support the loading shown using the table given.
1.5 kips/ft
0.5 kip/ft
B
18 ft
Shape
W21 x 44
S (in3)
81.6
88.9
W18 × 50
W16 x 57
92.2
W14 × 53
77.8
W12 × 72
97.4
Transcribed Image Text:Knowing that the allowable normal stress for the steel used is 23 ksi, determine the section modulus and select the most economical wide-flange beam to support the loading shown using the table given. 1.5 kips/ft 0.5 kip/ft B 18 ft Shape W21 x 44 S (in3) 81.6 88.9 W18 × 50 W16 x 57 92.2 W14 × 53 77.8 W12 × 72 97.4
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