Prachce Problem 4.1 A simply supported beam 6 meters long is 300 mm wide with an effective depth of 500 mm It supports a total factored uniform load of 120 kNm Use fc=28 MPa, Fy=415 MPa, and Fyt-275 MPa. Use 2010 NSCP. a) Calculate the factored shear at the critical section. b) Find the nominal shear strength provided by concrete. c) When shear reinforcement is required, determine the minimum reinforcement area. Amin set by the code if the spacing is 250mm. d) Find the distance from supports where stimups are no longer required e) Calculate the theoretical spacing of 10mmo stimups using the shear at the critical section

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Practice Problem 4.1
A simply supported beam 6 meters long is 300 mm wide with an effective depth of 500 mm It supports
a total factored uniform load of 120 kN/m. Use fc=28 MPa, Fy=415 MPa, and Fyt=275 MPa. Use 2010 NSCP.
a) Calculate the factored shear at the critical section.
b) Find the nominal shear strength provided by concrete.
c) When shear reinforcement is required, determine the minimum reinforcement area. Aymin set by the code if
the spacing is 250mm.
d) Find the distance from supports where stimups are no longer required
e) Calculate the theoretical spacing of 10mmo stimups using the shear at the critical section.
Transcribed Image Text:Practice Problem 4.1 A simply supported beam 6 meters long is 300 mm wide with an effective depth of 500 mm It supports a total factored uniform load of 120 kN/m. Use fc=28 MPa, Fy=415 MPa, and Fyt=275 MPa. Use 2010 NSCP. a) Calculate the factored shear at the critical section. b) Find the nominal shear strength provided by concrete. c) When shear reinforcement is required, determine the minimum reinforcement area. Aymin set by the code if the spacing is 250mm. d) Find the distance from supports where stimups are no longer required e) Calculate the theoretical spacing of 10mmo stimups using the shear at the critical section.
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