hello please answer this thanks ? The section of a T-Beam is shown. The beam is reinforced with 8-28mm dia. tension bars and 4-28mm dia.compression bars with fy = 415 MPa. The stirrups provided is 12mm dia. with fy = 275 MPa. Clear concretecover is 40mm. Concrete strength f'c = 21 MPa. The nominal shear stress of concrete section is 0.88 MPa.Thickness of flange, t 150mm, Effective depth is 534 mm.a. What is the minimum value of beam width according to NSCP 2010?b. Calculate the nominal shear strength provided by the concretec. If the stirrups are spaced at 100mm on Diagdowh totdismisssign shear strengthII

Given:- fy=415MPa beam reinforced ith 8-28mm dia tension bars 4-28mm diameter compression bars…

The section of a T-Beam is shown. The beam is reinforced with 8-28mm dia. tension bars and 4-28r compression bars with fy = 415 MPa. The stirrups provided is 12mm dia. with fyt = 275 MPa. Clear c cover is 40mm. Concrete strength f'c = 21 MPa. The nominal shear stress of concrete section is 0.8 Thickness of flange, t₁ = 150mm, Effective depth is 534 mm. a. What is the minimum value of beam width according to NSCP 2010? Calculate the nominal shear strength provided by the concrete b.

The section of a T-Beam is shown. The beam is reinforced with 8-28mm dia. tension bars and 4-28r compression bars with fy = 415 MPa. The stirrups provided is 12mm dia. with fyt = 275 MPa. Clear c cover is 40mm. Concrete strength f'c = 21 MPa. The nominal shear stress of concrete section is 0.8 Thickness of flange, t₁ = 150mm, Effective depth is 534 mm. a. What is the minimum value of beam width according to NSCP 2010? Calculate the nominal shear strength provided by the concrete b.

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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