1. Mention and justify the maximum and minimum steel ratios specified by ACI for RC columns. 2. Explain why transverse reinforcements are used in RC columns. Also compare between the effect of ties and spirals on the strength and ductility of columns. 3. Mention the ACI recommendations for the size, spacing and arrangement of lateral ties and spirals.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2: Answer the following:
1. Mention and justify the maximum and minimum steel ratios specified
by ACI for RC columns.
2. Explain why transverse reinforcements are used in RC columns. Also
compare between the effect of ties and spirals on the strength and
ductility of columns.
3. Mention the ACI recommendations for the size, spacing and
arrangement of lateral ties and spirals.
4. Explain why the factors o is used for column design. Also explain
why a smaller value of o is used for columns compared to beams.
5. Explain why the application of compressive load may increase or
decrease the moment capacity of columns.
6. Explain the difference between development length and splice length.
7. State the methods of increasing the bond between reinforcing bars and
concrete.
Transcribed Image Text:Q2: Answer the following: 1. Mention and justify the maximum and minimum steel ratios specified by ACI for RC columns. 2. Explain why transverse reinforcements are used in RC columns. Also compare between the effect of ties and spirals on the strength and ductility of columns. 3. Mention the ACI recommendations for the size, spacing and arrangement of lateral ties and spirals. 4. Explain why the factors o is used for column design. Also explain why a smaller value of o is used for columns compared to beams. 5. Explain why the application of compressive load may increase or decrease the moment capacity of columns. 6. Explain the difference between development length and splice length. 7. State the methods of increasing the bond between reinforcing bars and concrete.
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