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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
greater than or equal to the
tensile yield strain
А.
is greater than or equal to
С.
0.004
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
A.
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
В.
not greater than 10% of the
D.
greater than 6% of the gross
gross column area
column area
39.
The reduction factor for shear is:
А.
0.75
С.
0.65
В.
0.85
D.
0.90
Transcribed Image Text: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 greater than or equal to the tensile yield strain А. is greater than or equal to С. 0.004 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 A. 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 В. not greater than 10% of the D. greater than 6% of the gross gross column area column area 39. The reduction factor for shear is: А. 0.75 С. 0.65 В. 0.85 D. 0.90
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