1. Design a reinforced concrete beam to carry a service dead load of wdl kN/m (including its own weight) and a concentrated live load of P kN at the free end of the beam. The cantilever beam has a span of 2 m. Use f'c = 28MPa, fy = 414MPa, Assume b = d/2, Use steel ratio = 0.015, use a minimum size of rebars 16mm, use a maximum size of rebars 36mm. Check the minimum height of beam. wdl = number of letters of your family name times 10kN/m, P = first letter of your family name times 5kN (say M; 13 x 5 = 65kN)

1. Design a reinforced concrete beam to carry a service dead load of wdl kN/m (including its own weight) and a concentrated live load of P kN at the free end of the beam. The cantilever beam has a span of 2 m. Use f'c = 28MPa, fy = 414MPa, Assume b = d/2, Use steel ratio = 0.015, use a minimum size of rebars 16mm, use a maximum size of rebars 36mm. Check the minimum height of beam. wdl = number of letters of your family name times 10kN/m, P = first letter of your family name times 5kN (say M; 13 x 5 = 65kN)

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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