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
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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
Transcribed Image Text:- Moodle English (en) 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
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