). Determine the flexural reinforcement for the simply reinforced concrete Isolated T-Beam own in Figure 2, to carry concentrated live load 60 KN and concentrated dead load 70 KN. 600 mm- 600 mm- 250 mm 125 mm * 2.5 m Pu * 2.5 m Pu * 2.5 m X

). Determine the flexural reinforcement for the simply reinforced concrete Isolated T-Beam own in Figure 2, to carry concentrated live load 60 KN and concentrated dead load 70 KN. 600 mm- 600 mm- 250 mm 125 mm * 2.5 m Pu * 2.5 m Pu * 2.5 m X

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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Subject: Reinforced concrete Design- Civil Engineering A rectangular beam has a width of 300mm and an effective depth pf 537.50mm to the centroid of tension steel bars. Tension reinforcements consists of 6-28mm bars in two rows, compression reinforcement consists of 2-22mm bars, fc' = 27.6MPa, fy = 414.7MPa, d'=60mm.The moment capacity of beam is _kN.m Choices: A. 622kN.m B. 422kN.m C. 956kN.m D. 861kN.m
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PROBLEM 6.1: A 300mm x 500mm cantilever beam has a span of 4.0m carries a uniformly distributed factored load of 20kN/m applied 200mm away from centroidal axis of the member. The beam has an effective depth of 425mm. Concrete strength f = 20.7 MPa and steel yield strength for longitudinal bars is f = 415MPa. Use 12mm stirrups with fyt 275MPa Determine the spacing of stirrups required for shear Determine the spacing of stirrups required for torsion Determine the area of longitudinal bars required for torsion b. O
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