The dimensions of a rectangular beam = 770 mm. SIT D. are limited to b = 300 mm and h %3! Assume that the bar centroid of tension bars is 70 mm from the beam edge and that of compression bars is 60 mm. Using f' = 28 MPa, long bar fy = 415 MPa, calculate the following for a factored bending moment of 1200 kN: 16. Maximum steel ratio limiting the tensile strain to 0.004. A. 0.01828 B. 0.02089 C. 0.021611 D. 0.0162 17. Required amount of tensile reinforcement if the tensile steel strain is limited to 0.005. A. 3839 mm2 c. 4283 mm? 18. Required amount of compression B. 9478 mm2 D. 6628 mm2 reinforcement. A. 1493 mm? C. 2178 mm2 B. 2388 mm2 D. 3035mm2

The dimensions of a rectangular beam = 770 mm. SIT D. are limited to b = 300 mm and h %3! Assume that the bar centroid of tension bars is 70 mm from the beam edge and that of compression bars is 60 mm. Using f' = 28 MPa, long bar fy = 415 MPa, calculate the following for a factored bending moment of 1200 kN: 16. Maximum steel ratio limiting the tensile strain to 0.004. A. 0.01828 B. 0.02089 C. 0.021611 D. 0.0162 17. Required amount of tensile reinforcement if the tensile steel strain is limited to 0.005. A. 3839 mm2 c. 4283 mm? 18. Required amount of compression B. 9478 mm2 D. 6628 mm2 reinforcement. A. 1493 mm? C. 2178 mm2 B. 2388 mm2 D. 3035mm2

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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