Concept explainers
Use the composite beam tables and select a W-shape and stud anchors for the following conditions:
• Span length =
• Beam spacing = 9 ft
• Total slab thickness =
• Construction load = 20 psf
• Partition load = 20 psf
• Live load = 225 psf
•
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.
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Chapter 9 Solutions
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