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1.)  Determine the Value of Wu based on the flexural capacity of the beam. 2.) Determine the value of Wu based on the shear capacity of the stirrups from A to B. 3.) Determine the value of Wu based on the shear capactiy of the stirrups from B to C.

1.)  Determine the Value of Wu based on the flexural capacity of the beam. 2.) Determine the value of Wu based on the shear capacity of the stirrups from A to B. 3.) Determine the value of Wu based on the shear capactiy of the stirrups from B to C.

Structural Analysis
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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Principles of reinforced Concrete 
Design and Analysis of Shear in Beams (SHOW FULL SOLUTION)


1.)  Determine the Value of Wu based on the flexural capacity of the beam.


2.) Determine the value of Wu based on the shear capacity of the stirrups from A to B.

3.) Determine the value of Wu based on the shear capactiy of the stirrups from B to C.

10 mm @ 100 mm o.c. 2m B 10 mm @ 225 mm oc. 4m C 10 mm ф @ 100 mm oc. 2m
Transcribed Image Text:10 mm @ 100 mm o.c. 2m B 10 mm @ 225 mm oc. 4m C 10 mm ф @ 100 mm oc. 2m
A reinforced concrete beam having a simple span of 8 m. carries a uniformly distributed uniform load Wu, which includes the weight of the beam. Over a distance extending 2 m. out from each supports, a 10 mm Ø stirrups are uniformly spaced at 100 mm on centers, in the middle half of the span, the stirrups spacing is also uniform but increases to 225 mm on centers. Use λ = 1.0 for normal weight concrete with fo' = 20.7 MPa. fy fyt = 415 MPa. The beam has a width of 400 mm and an effective depth of 450 mm. It is reinforced with 3 - 25 mm Ø bars at the bottom.
Transcribed Image Text:A reinforced concrete beam having a simple span of 8 m. carries a uniformly distributed uniform load Wu, which includes the weight of the beam. Over a distance extending 2 m. out from each supports, a 10 mm Ø stirrups are uniformly spaced at 100 mm on centers, in the middle half of the span, the stirrups spacing is also uniform but increases to 225 mm on centers. Use λ = 1.0 for normal weight concrete with fo' = 20.7 MPa. fy fyt = 415 MPa. The beam has a width of 400 mm and an effective depth of 450 mm. It is reinforced with 3 - 25 mm Ø bars at the bottom.
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