13. Calculate the maximum reinforcement ratio in a beam section having concrete compressive strength of 28 MPa, β1=0.85, and fy is 415 MPa. a. 0.02089 b. 0.02678 c. 0.02345 d. 0.01987 14. Beams shall have at least how many continuous bars at both top and bottom faces? a. 1 b. 3 c. 4 d. 2 15. Considering seismic provision of the NSCP code for longitudinal reinforcement is flexural members, that reinforcement ratio shall not exceed a. 0.025 b. 0.035 c. 0.015 d. 0.045
13. Calculate the maximum reinforcement ratio in a beam section having concrete compressive strength of 28 MPa, β1=0.85, and fy is 415 MPa. a. 0.02089 b. 0.02678 c. 0.02345 d. 0.01987 14. Beams shall have at least how many continuous bars at both top and bottom faces? a. 1 b. 3 c. 4 d. 2 15. Considering seismic provision of the NSCP code for longitudinal reinforcement is flexural members, that reinforcement ratio shall not exceed a. 0.025 b. 0.035 c. 0.015 d. 0.045
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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13. Calculate the maximum reinforcement ratio in a beam section having concrete compressive strength of 28 MPa, β1=0.85, and fy is 415 MPa.
a. 0.02089
b. 0.02678
c. 0.02345
d. 0.01987
14. Beams shall have at least how many continuous bars at both top and bottom faces?
a. 1
b. 3
c. 4
d. 2
15. Considering seismic provision of the NSCP code for longitudinal reinforcement is flexural members, that reinforcement ratio shall not exceed
a. 0.025
b. 0.035
c. 0.015
d. 0.045
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