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Structural Analysis
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ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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![8.8 A 24-inch square reinforced concrete column with tied transverse reinforcement is being considered for the gravity
load-resisting system of a building.
a) What is the minimum and maximum permissible area (in sq. inches) of vertical reinforcing bars in this column?
b) Assuming that this column has 12 vertical bars, determine the minimum bar size, so that the total steel area is not less
than 3% of the column gross area.
c) Draw a plan section of this column at 1"= 1'-0" scale and show transverse ties and vertical reinforcing bars.
Label the diagram and all components.
d) For the column in the previous question, calculate the axial compression capacity, given that fc = 4ksi and fy = 60ksi.](https://content.bartleby.com/qna-images/question/71a4784b-5a2b-4a09-bc37-6f446bca3f80/a031911d-866c-42e0-8864-245ade57121d/igpq1tc_thumbnail.png)
Transcribed Image Text:8.8 A 24-inch square reinforced concrete column with tied transverse reinforcement is being considered for the gravity
load-resisting system of a building.
a) What is the minimum and maximum permissible area (in sq. inches) of vertical reinforcing bars in this column?
b) Assuming that this column has 12 vertical bars, determine the minimum bar size, so that the total steel area is not less
than 3% of the column gross area.
c) Draw a plan section of this column at 1"= 1'-0" scale and show transverse ties and vertical reinforcing bars.
Label the diagram and all components.
d) For the column in the previous question, calculate the axial compression capacity, given that fc = 4ksi and fy = 60ksi.
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- Subject reinforced concrete design please solve part C and Darrow_forwardQuestion 2: Determine the required reinforcement for L section beam to resist torsion T = 10KN.m with the following dimensions; depth of slab = 100 mm, width of flange = = = 200 mm, 900 mm, width of web depth = 455 mm. Consider concrete class C30 and high yield steel S460 for main Reinforcement and S250 For stirrups. 900mm = 1120 mm² -200mmarrow_forward
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