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250mm by 400mm reinforced concrete beam section have been selected for aesthetic requirements. The cantilevered beam is used to support a total factored load of 22 kN/m (including the beam weight) placed on the entire

250mm by 400mm reinforced concrete beam section have been selected for aesthetic requirements. The cantilevered beam is used to support a total factored load of 22 kN/m (including the beam weight) placed on the entire

Structural Analysis
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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A 250mm by 400mm reinforced concrete beam section have been selected for aesthetic requirements. The cantilevered beam is used to support a total factored load of 22 kN/m (including the beam weight) placed on the entire span (See Figure 2). Compute the required steel area at the fixed end. Draw the section details at the fixed end using 20mm dia longitudinal bar reinforcement. Use fc‘= 27.6 MPa and fy = 414 MPa and a clear concrete cover of 40mm with 10mm dia stirrups.

A 250mm by 400mm reinforced concrete beam section have been selected for aesthetic requirements. The cantilevered beam is used to support a total factored load of 22 kN/m (including the beam weight) placed on the entire span (See Figure 2). Compute the required steel area at the fixed end. Draw the section details at the fixed end using 20mm longitudinal bar reinforcement. Use fc'= 27.6 MPa and fy = 414 MPa and a clear concrete cover of 40mm with 10mm stirrups. 250 mm w = 22 kN/m www 400 mm L = 2m Figure 2 Problem 2 Beam Section
Transcribed Image Text:A 250mm by 400mm reinforced concrete beam section have been selected for aesthetic requirements. The cantilevered beam is used to support a total factored load of 22 kN/m (including the beam weight) placed on the entire span (See Figure 2). Compute the required steel area at the fixed end. Draw the section details at the fixed end using 20mm longitudinal bar reinforcement. Use fc'= 27.6 MPa and fy = 414 MPa and a clear concrete cover of 40mm with 10mm stirrups. 250 mm w = 22 kN/m www 400 mm L = 2m Figure 2 Problem 2 Beam Section
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