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.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.2P

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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

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 concrete
cover 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 concrete
c. If the stirrups are spaced at 100mm on Diagdowh totdismisssign shear strength
II

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