A 325mmx475mm (bxh) 7.75m simple beam is supported by a 435mm square column at its ends, Itcarries a total dead load of 22KN/m and a live load of 33KN/m. Take the effective depth to be 410mm,diameter of shear reinforcement to be 10mm, concrete strength to be 24.5MPA, steel strength fortransverse reinforcement to be 300MPAUsing the simpified formula, calculate Vc, kNYour answerDetermine Vu at the critical section, kN.Your answerDetermine the calculated theoretical spacing of stirrups at the criticalsection, mm.Your answerDetermine the maximum shear given by the stirrups, kN.Your answer

L (length of beam) = 7.75m D.L = 22KN/m L.L = 33KN/m Assume fy(flexural strength) of main…

A 325mmx475mm (bxh) 7.75m simple beam is supported by a 435mm square column at its ends. It carries a total dead load of 22KN/m and a live load of 33KN/m. Take the effective depth to be 410mm, diameter of shear reinforcement to be 10mm, concrete strength to be 24.5MPA, steel strength for transverse reinforcement to be 300MP. Using the simpified formula, calculate Vc, kN

A 325mmx475mm (bxh) 7.75m simple beam is supported by a 435mm square column at its ends. It carries a total dead load of 22KN/m and a live load of 33KN/m. Take the effective depth to be 410mm, diameter of shear reinforcement to be 10mm, concrete strength to be 24.5MPA, steel strength for transverse reinforcement to be 300MP. Using the simpified formula, calculate Vc, kN

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 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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