Which of the following statements is 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 greater than that corresponding to fy, stress shall be Es times steel strain. O C. For non-prestressed bars and wires, the stress beyond fy shall be Es times steel strain. 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 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 greater than that corresponding to fy, stress shall be Es times steel strain. O C. For non-prestressed bars and wires, the stress beyond fy shall be Es times steel strain. 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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Stress and strain analysis
Part B,G, and H. Please provide proper units
5) Which of the following statements is true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? A. For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. B. For tensile steel strains greater than that corresponding to fy, stress shall be Es times steel strain. C. For non-prestressed bars and wires, the stress beyond fy shall be Es times steel strain. D. For tensile steel strains greater than that corresponding to fy, stress shall be considered independent of strain and equal to fy.
What will be the moment of resistance of the composite section shown in the figure below if the permissible stress in wood and steel is 70 N/mm2 and 120 N/mm2 respectively. Steel plate Wood -200- 10 150 400 126 20
CE
Final answer must be 2 decimal places, dont round off initial values ty
please answer these two question 1.Explain the reason that flexural modulus of elasticity and compression test modulus of elasticity must be considered separately when both the flexural test and the parallel to grain compressive test caused normal stresses parallel to the grain of the wood. 2. Discuss the difference between isotropic and orthotropic materials for wood.
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.
I need the answer as soon as possible
.draw the stress-strain curve of concrete in compression
I need the answer to the question in engineering resistance