Need asap pls. Thanks. A typical T-section resulting from a monolithic construction of the slab and itssupporting beams,Effective flange width, bf 954 mmSlab thickness, t 108 mm%3DWeb width, bw = 374 mmTotal depth below the slab 497 mmBottom reinforcement 2 28 mm barsUse f'c 22.69 MPa and fy 415 MPa. Allowable stresses are 0.45f'c and 0.5fy.%3DConcrete cover to the centroid of reinforcements - 70 mmCalculate the maximum concrete stress before cracking (in MPa).

Answer The stress in concrete at any point from neutral axis of the cross section can be determined…

A typical T-section resulting from a monolithic construction of the slab and its supporting beams, Effective flange width, bf = 954 mm %3D Slab thickness, t 108 mm %3D Web width, bw = 374 mm %3D Total depth below the slab = 497 mm %3D Bottom reinforcement 2 28 mm bars Use f'c 22.69 MPa and fy 415 MPa. Allowable stresses are 0.45f'c and 0.5fy. Concrete cover to the centroid of reinforcements 70 mm %3D Calculate the maximum concrete stress before cracking (in MPa).

A typical T-section resulting from a monolithic construction of the slab and its supporting beams, Effective flange width, bf = 954 mm %3D Slab thickness, t 108 mm %3D Web width, bw = 374 mm %3D Total depth below the slab = 497 mm %3D Bottom reinforcement 2 28 mm bars Use f'c 22.69 MPa and fy 415 MPa. Allowable stresses are 0.45f'c and 0.5fy. Concrete cover to the centroid of reinforcements 70 mm %3D Calculate the maximum concrete stress before cracking (in MPa).

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 9.10.2P

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