PROBLEM 2. A 250mm by 400mm reinforced concrete beam section have been selected for aesthetic requirements. The beam is used to support a total factored load of 30 kN/m placed in the entire span (See Figure 2). If the beam is restrained at both ends, calculate the steel area required at the supports. Draw the section details at the supports using 16mm longitudinal bar reinforcement. Use f. '- 34.5MPA, fy = 414 MPa and effective steel covering of 60 mm. w. = 30 kN/m L= 6 m Figure 2

PROBLEM 2. A 250mm by 400mm reinforced concrete beam section have been selected for aesthetic requirements. The beam is used to support a total factored load of 30 kN/m placed in the entire span (See Figure 2). If the beam is restrained at both ends, calculate the steel area required at the supports. Draw the section details at the supports using 16mm longitudinal bar reinforcement. Use f. '- 34.5MPA, fy = 414 MPa and effective steel covering of 60 mm. w. = 30 kN/m L= 6 m Figure 2

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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