ch of the following statements is not true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. For tensile steel strains less than that corresponding to fy stress shall be Es times eteel strain
ch of the following statements is not true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. For tensile steel strains less than that corresponding to fy stress shall be Es times eteel strain
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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