а. 0.85С. 0.65b. 0.82d. 0.789. Compute for the maximum steelarea.a. 4474.85 mm?C. 5007.91 mm?b. 2761.11 mm?d. 2945.24 mm?10. Assuming steel yields, computefor the depth of rectangular stressblock.a. 125.04 mmC. 90.34 mmb. 192.88 ттd. 147.11 mm11. Compute for the nominal momentсараcity.а. 825.00 kN. mс. 855.42 kN. mb. 859.51 kN. md. 842.02 kN. m SITUATION II:A reinforced concrete beam 320mmand effective depth 537mm is used asa cantilever on a 7-m span. It has 6-32mm diameter main bars at thetension side and 2-20mm diametermain bars at the compression side at60mm from the top. f'c = 32 MPa;fy = 400 MPa.8. Find the ratio of depth ofrectangular stress block to the depthto the neutral axis.

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SITUATION II: A reinforced concrete beam 320mm and effective depth 537mm is used as a cantilever on a 7-m span. It has 6- 32mm diameter main bars at the tension side and 2-20mm diameter main bars at the compression side at 60mm from the top. f'c = 32 MPa; fy = 400 MPa. Find the ratio of depth rectangular stress block to the depth to the neutral axis. 8. of

SITUATION II: A reinforced concrete beam 320mm and effective depth 537mm is used as a cantilever on a 7-m span. It has 6- 32mm diameter main bars at the tension side and 2-20mm diameter main bars at the compression side at 60mm from the top. f'c = 32 MPa; fy = 400 MPa. Find the ratio of depth rectangular stress block to the depth to the neutral axis. 8. of

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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