A rectangular beam has a clear span of 18 ft long, is 12 in wide an effective depth of 20 in. Its supported a uniformly distributed dead load of 5.25 kips/ft and a live load of 4.75 kips/ft. Calculate the design shear at the critical section. Assume, f. = 4 ksi and fy = 60 ksi. W- 5.25 k/ft W- 4.75 k/ft 20 in 18 ft 12 in Select one: O a. 71.10 kips Ob. 92.80 kips Oc. 110.66 kips O d. 101.90 kips

A rectangular beam has a clear span of 18 ft long, is 12 in wide an effective depth of 20 in. Its supported a uniformly distributed dead load of 5.25 kips/ft and a live load of 4.75 kips/ft. Calculate the design shear at the critical section. Assume, f. = 4 ksi and fy = 60 ksi. W- 5.25 k/ft W- 4.75 k/ft 20 in 18 ft 12 in Select one: O a. 71.10 kips Ob. 92.80 kips Oc. 110.66 kips O d. 101.90 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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