Question: 1 6 - 8 . Using the Composite Design Tables of the AISC Manual, 5 0 ksi steel, a 1 4 5 l b f

16-8. Using the Composite Design Tables of the AISC Manual, 50ksi steel, a 145lbft3 concrete slab with fc'=4ksi and shored construction, select the steel section, design 3/4-in headed studs, calculate live load service deflection, and check the shear if the service live load is 100 psf. Refer to the accompanying figure.
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1 6 - 8 . Using the Composite Design Tables of

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