Situation 12. With reference to the NSCP 2015, choose the correct statement: 37. For design of flexure members, tension controlled section is: when the tensile steel strain when the tensile steel strain is А. is greater than or equal to С. greater than or equal to the 0.004 tensile yield strain when the tensile steel strain when the tensile steel strain is В. is greater than or equal to D. greater than or equal to 0.003 0.005 38. For design of reinforced concrete columns, the amount of vertical bars: Shall not be less than 2% and Shall not be less than 1% and not А. not greater than 8% of the С. greater than 8% of the gross gross column area Shall not be less than 1% and column area Shall not be less than 2% and not than 6% of the gros В. not greater than 10% of the D. eate: gross column area column area 39. The reduction factor for shear is: А. 0.75 С. 0.65 В. 0.85 D. 0.90
Situation 12. With reference to the NSCP 2015, choose the correct statement: 37. For design of flexure members, tension controlled section is: when the tensile steel strain when the tensile steel strain is А. is greater than or equal to С. greater than or equal to the 0.004 tensile yield strain when the tensile steel strain when the tensile steel strain is В. is greater than or equal to D. greater than or equal to 0.003 0.005 38. For design of reinforced concrete columns, the amount of vertical bars: Shall not be less than 2% and Shall not be less than 1% and not А. not greater than 8% of the С. greater than 8% of the gross gross column area Shall not be less than 1% and column area Shall not be less than 2% and not than 6% of the gros В. not greater than 10% of the D. eate: gross column area column area 39. The reduction factor for shear is: А. 0.75 С. 0.65 В. 0.85 D. 0.90
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter1: Introduction
Section: Chapter Questions
Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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