11. Situation 12. With reference to the NSCP 2015, choose the correct statement:37. For delsign of flexure members, tension controlled section is:when the tensile steel strainwhen the tensile steel strain isis greater than or equal togreater than or equal to thetensile yield strainA.С.0.004when the tensile steel strainwhen the tensile steel strain isis greater than or equal toв.D.greater than or equal to 0.0030.005For design of reinforced concrete columns, the amount of vertical bars:38.Shall not be less than 2% andShall not be less than 1% and notA.not greater than 8% of thec.greater than 8% of the grossgross column areacolumn areaShall not be less than 1% andShall not be less than 2% and notВ.not greater than 10% of theD.greater than 6% of the grossgross column areacolumn area39.The reduction factor for shear is:A.0.75c.0.65В.0.85D.0.90

Answered: Image /qna-images/answer/7f15baf2-aeb2-4374-a155-15367ac653ac.jpg

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 is greater than or equal to c. greater than or equal to the tensile yield strain А. 0.004 when the tensile steel strain when the tensile steel strain is is greater than or equal to в. 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 2s and Shall not be less than 1s and not A. not greater than 8% of the c. greater than 8% of the gross gross column area column area Shall not be less than 1s and Shall not be less than 2% and not D. greater than 6% of the gross в. not greater than 10% of the gross column area column area 39. The reduction factor for shear is: A. 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 is greater than or equal to c. greater than or equal to the tensile yield strain А. 0.004 when the tensile steel strain when the tensile steel strain is is greater than or equal to в. 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 2s and Shall not be less than 1s and not A. not greater than 8% of the c. greater than 8% of the gross gross column area column area Shall not be less than 1s and Shall not be less than 2% and not D. greater than 6% of the gross в. not greater than 10% of the gross column area column area 39. The reduction factor for shear is: A. 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 1.5.3P: A tensile test was performed on a metal specimen having a circular cross section with a diameter 0....

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