Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 9, Problem 9.8.9P

Use the composite beam tables and select a W-shape and stud anchors for the following conditions:

• Span length = 1 8 6

• Beam spacing = 9 ft

• Total slab thickness = 5 1 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used

• Construction load = 20 psf

• Partition load = 20 psf

• Live load = 225 psf

F y = 50 ksi and f c ' = 4 ksi

A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia).

a. Use LRFD.

b. User ASD.

Chapter 9, Problem 9.8.9P, Use the composite beam tables and select a W-shape and stud anchors for the following conditions:

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