W12x16 supports distributed dead and live loads over a simple span. wD=0.8 kip/ft, wL=0.7 kip/ft L=16 ft 14. What is the LRFD required flexural strength, Mu, for the beam? A. 48.0 kip-ft B. 2.08 kip-ft C. 66.6 kip-ft D. 133 kip-ft E. None of the above Structures I 15. What is the maximum deflection (not deflection limit) due to service level total dead and live load? A. 1.03 inch B. 0.74 inch C. 0.8 inch D. 1.18 inch E. None of the above