For the beam shown below, what is most nearly the vertical deflection a midspan? The beam is comprised of normal-weight concrete (E = 4000 and has a moment of inertia of 1000 in4. A. 0.01 inches (downward) B. 2.58 inches (downward) C. 4.93 inches (downward) D. 12.68 inches (downward) 10' 20 kip 2 kip/ft. 14'

For the beam shown below, what is most nearly the vertical deflection a midspan? The beam is comprised of normal-weight concrete (E = 4000 and has a moment of inertia of 1000 in4. A. 0.01 inches (downward) B. 2.58 inches (downward) C. 4.93 inches (downward) D. 12.68 inches (downward) 10' 20 kip 2 kip/ft. 14'

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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