A reinforced concrete beam has a simple span of 6.0 m and carries a dead load of 9 kN/m (including its own weight) and a live load of twice the dead load. It is required to design this beam for tension using ultimate strength design with f'e = 28 MPa, fy = 345 MPa. Use the NSCP Specifications of 2010-15. Design also the web reinforcement and check for development length. Show your final detailed plan of the reinforced concrete beam with stirrups and development lengths at both ends supports. Use clear covering of 50 mm and diameter of stirrups is 10 mm diameter. Modifying factors: y, =1.0 (reinforcement coating) y, =1.0 (reinforcement size) y, =1.0 (reinforcement location) 2 = 1.0 (normal weight of concrete) %3D %3D

A reinforced concrete beam has a simple span of 6.0 m and carries a dead load of 9 kN/m (including its own weight) and a live load of twice the dead load. It is required to design this beam for tension using ultimate strength design with f'e = 28 MPa, fy = 345 MPa. Use the NSCP Specifications of 2010-15. Design also the web reinforcement and check for development length. Show your final detailed plan of the reinforced concrete beam with stirrups and development lengths at both ends supports. Use clear covering of 50 mm and diameter of stirrups is 10 mm diameter. Modifying factors: y, =1.0 (reinforcement coating) y, =1.0 (reinforcement size) y, =1.0 (reinforcement location) 2 = 1.0 (normal weight of concrete) %3D %3D

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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