Title: DESIGN OF BEAM (SHEAR) PROBLEM: A rectangular beam has a clear span of 8.0 m and carries a working live load of 14.0 kN/m and dead load of 11.58 kN/m, fc' = 27.6 MPa, fy = 414 MPa. The beam has a width of 350 mm and an effective depth of 500 mm. It is reinforced with 6 – 28 mm diameter bars. Total depth = 550 mm, diameter of stirrups is 10 mm. REQUIRED: a) Determine the spacing at critical section using detailed and simplified equation. b) Design the beam using simplified equation. (Include final detail of the beam)

Title: DESIGN OF BEAM (SHEAR) PROBLEM: A rectangular beam has a clear span of 8.0 m and carries a working live load of 14.0 kN/m and dead load of 11.58 kN/m, fc' = 27.6 MPa, fy = 414 MPa. The beam has a width of 350 mm and an effective depth of 500 mm. It is reinforced with 6 – 28 mm diameter bars. Total depth = 550 mm, diameter of stirrups is 10 mm. REQUIRED: a) Determine the spacing at critical section using detailed and simplified equation. b) Design the beam using simplified equation. (Include final detail of the beam)

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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