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Which of the following statements is not true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? OA. For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. O B. For tensile steel strains less than that corresponding to fy, stress shall be Es times steel strain. OC Steel yield strain is yield strength divided by modulus of elasticity. O D. For tensile steel strains greater than that corresponding to fy, stress shall be considered independent of strain and equal to fy.

Which of the following statements is not true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? OA. For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. O B. For tensile steel strains less than that corresponding to fy, stress shall be Es times steel strain. OC Steel yield strain is yield strength divided by modulus of elasticity. O D. For tensile steel strains greater than that corresponding to fy, stress shall be considered independent of strain and equal to fy.

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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Quèstion 2 Which of the following statements is not true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? O A. For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. O B. For tensile steel strains less than that corresponding to fy, stress shall be Es times steel strain. O. Steel yield strain is yield strength divided by modulus of elasticity. O D. For tensile steel strains greater than that corresponding to fy, stress shall be considered independent of strain and equal to fy.
Transcribed Image Text:Quèstion 2 Which of the following statements is not true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? O A. For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. O B. For tensile steel strains less than that corresponding to fy, stress shall be Es times steel strain. O. Steel yield strain is yield strength divided by modulus of elasticity. O D. For tensile steel strains greater than that corresponding to fy, stress shall be considered independent of strain and equal to fy.
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