Homework No 06 CVEN444 Spring 2006

Homework No 06 CVEN444 Spring 2006 - beam 6-2 Nawy 5.5c...

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Assignment # 6 CVEN - 444 Spring 2006 DUE: Thursday, February 23, 2006 At the beginning of class 6-1: Nawy 5.5a but with the following changes: C b = 10" and h = 20" C 4000 psi concrete C The 500 lb/ft dead load does not include the self-weight of the
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Unformatted text preview: beam. 6-2: Nawy 5.5c Note that the live load is given as concentrated loads. Assume the dead load to only be the self-weight of the beam. The ratio of beam depth ( h ) to width should be around 2:1....
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