Example A 6-m clear-span simply supported beam carries a uniform dead load of 47.5kN/m and a live load of 25 (Fig.1). The dimensions of the beam section are bars 25 mm diameter in one row. It is required to design the necessary shear reinforcement. Given: f = 28 M f,= 280 MPa. b= 350 mm, d= 550 mm. The beam is reinforced wit CL

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example
A 6-m clear-span simply supported beam carries a uniform dead load of 47.5 kN/m and a live load of 25 kN/m
(Fig.1). The dimensions of the beam section are
bars 25 mm diameter in one row. It is required to design the necessary shear reinforcement. Given: f = 28 MPa and
f, = 280 MPa.
b= 350 mm, d=550 mm. The beam is reinforced with four
CL
3 m
291 kN
237.65 kN
Saax
X = 0.98 m
130 kN
X = 1.66 m
0.67 m
65 kN
x' 2.37 m
3 m
Figurel
Example
Transcribed Image Text:Example A 6-m clear-span simply supported beam carries a uniform dead load of 47.5 kN/m and a live load of 25 kN/m (Fig.1). The dimensions of the beam section are bars 25 mm diameter in one row. It is required to design the necessary shear reinforcement. Given: f = 28 MPa and f, = 280 MPa. b= 350 mm, d=550 mm. The beam is reinforced with four CL 3 m 291 kN 237.65 kN Saax X = 0.98 m 130 kN X = 1.66 m 0.67 m 65 kN x' 2.37 m 3 m Figurel Example
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