STEEL DESIGN (LOOSELEAF)
STEEL DESIGN (LOOSELEAF)
6th Edition
ISBN: 9781337400329
Author: Segui
Publisher: CENGAGE L
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Chapter 9, Problem 9.2.1P

A W 14 × 22 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and f c ' = 4 ksi. Determine whether the flexural strength is adequate.

a. Use LRFD.

b. Use ASD.

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