U2 SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of520 mm. The beam is simply supported over a span of 9 meters and carries superimposeddead 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 kNO 157.75 kNO 188.10 kNO 191.4 kN SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of520 mm. The beam is simply supported over a span of 9 meters and carries superimposeddead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345MPa. Calculate the required shear strength of stirrups.O 133.75 kNO 126.74 kNO 142.11 KN139.83 kN

Given Data: It is asked to find Ultimate shear in concrete beams

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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