A W12x14 supports distributed dead and live loads over a simple span. wD 0.8 kip/ft, wL 0.3 kip/ft L 18 ft 14. What is the LRFD required flexural strength, Mu, for the beam? A. 44.5 kip-ft B. 1.44 kip-ft C. 58.3 kip-ft D. 117 kip-ft E. None of the above 15. What is the maximum deflection (not deflection limit) due to service level total dead and live load? A. 1.62 inch B. 1.01 inch C. 1.32 inch D. 0.9 inch E. None of the above

A W12x14 supports distributed dead and live loads over a simple span. wD 0.8 kip/ft, wL 0.3 kip/ft L 18 ft 14. What is the LRFD required flexural strength, Mu, for the beam? A. 44.5 kip-ft B. 1.44 kip-ft C. 58.3 kip-ft D. 117 kip-ft E. None of the above 15. What is the maximum deflection (not deflection limit) due to service level total dead and live load? A. 1.62 inch B. 1.01 inch C. 1.32 inch D. 0.9 inch E. None of the above

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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