Unformatted text preview: based on the ACI load combinations. 1-3: The frame shown is subject to the following loads: P D = 20 kips, P L = 30 kips, P w = 10 kips, and P E = 8 kips. Compute the maximum factored bending moment at the support based on the ACI load combinations. 1-4: The floor framing plan shown is subject to uniform distributed loads of: D = 25 psf, L = 65 psf. Determine the factored loading for each beam (B_), girder (G_), and column (C_) a) assuming one-way slab behavior and b) assuming two-way slab behavior....
View Full Document
This note was uploaded on 01/27/2011 for the course CVEN 444 taught by Professor Staff during the Spring '08 term at Texas A&M.
- Spring '08