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SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 KN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c 21 MPa and Fy = 345 MPa. Calculate the ultimate shear in the concrete beam. Use 1.2D + 1.6L.

SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 KN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c 21 MPa and Fy = 345 MPa. Calculate the ultimate shear in the concrete beam. Use 1.2D + 1.6L.

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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SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345 !3! %3! MPa. Calculate the ultimate shear in the concrete beam. Use 1.2D + 1.6L. 186.2 kN O 157.75 kN O 188.10 kN O 191.4 kN
Transcribed Image Text:SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345 !3! %3! MPa. Calculate the ultimate shear in the concrete beam. Use 1.2D + 1.6L. 186.2 kN O 157.75 kN O 188.10 kN O 191.4 kN
SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345 MPa. Calculate the required shear strength of stirrups. O 133.75 kN O 126.74 kN O 142.11 KN 139.83 kN
Transcribed Image Text:SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345 MPa. Calculate the required shear strength of stirrups. O 133.75 kN O 126.74 kN O 142.11 KN 139.83 kN
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