P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure P8.20. Given: El is constant throughout, L = 12 ft, and E = 4000 kips/in.². What is the minimum required value of I if the deflection of point C is not to exceed 0.4 in.? ips A 6'- W = 1 kip/ft B + P8.20 6'- P = 6 kips

P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure P8.20. Given: El is constant throughout, L = 12 ft, and E = 4000 kips/in.². What is the minimum required value of I if the deflection of point C is not to exceed 0.4 in.? ips A 6'- W = 1 kip/ft B + P8.20 6'- P = 6 kips

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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