The RECTANGULAR BEAM 250 mm x 450 mm shown carries its own weight and additional uniform, service dead load 6.8 kN/m and uniform, service live load 9.6 kN/m.L = 5 mx = 1.5 m Situation 2. The rectangular beam 250 mm x 450 mm shown carries its own weight andadditional uniform, service dead load 6.8 kN/m and uniform, service live load of 9.6kN/m.4.5.6./////A.B.Calculate the total factored, uniform load in kN/m.A. 26.76C. 28.30B.23.45D.32.12L = 5mDetermine the required amount of 16-mm-dia. flexure bars for maximum positivebending using f'c = 21 MPa and fy = 420 MPa.330 mm²503 mm²A.B.x = 1.5m211442Determine the required amount of 16-mm-dia. flexure bars for maximum negativebending using f'c 21 MPa and fy= 420 MPa.C. 616 mm²D.748 mm²C.D.331366

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Situation 2. The rectangular beam 250 mm x 450 mm shown carries its own weight and additional uniform, service dead load 6.8 kN/m and uniform, service live load of 9.6 kN/m. 5. 6. A. B. A. B. L = 5 m x = 1.5 m Calculate the total factored, uniform load in kN/m. C. 28.30 D. 32.12 26.76 23.45 17 A. B. 17 211 442 17 www Determine the required amount of 16-mm-dia. flexure bars for maximum positive bending using f'c = 21 MPa and fy = 420 MPa. 330 mm² 503 mm² 17 Determine the required amount of 16-mm-dia. flexure bars for maximum negative bending using f'c = 21 MPa and fy = 420 MPa. C. 616 mm² D. 748 mm² C. D. 331 366

Situation 2. The rectangular beam 250 mm x 450 mm shown carries its own weight and additional uniform, service dead load 6.8 kN/m and uniform, service live load of 9.6 kN/m. 5. 6. A. B. A. B. L = 5 m x = 1.5 m Calculate the total factored, uniform load in kN/m. C. 28.30 D. 32.12 26.76 23.45 17 A. B. 17 211 442 17 www Determine the required amount of 16-mm-dia. flexure bars for maximum positive bending using f'c = 21 MPa and fy = 420 MPa. 330 mm² 503 mm² 17 Determine the required amount of 16-mm-dia. flexure bars for maximum negative bending using f'c = 21 MPa and fy = 420 MPa. C. 616 mm² D. 748 mm² C. D. 331 366

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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