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The following is a cross-section of ä tied column reinforced with 16-32 mmø. Using fc' = 28 MPa and fy = 415 MPa. Size of aggregàtes used is 25 mm. O Compute the safe ultimate load that the column could carry. O Compute the spacing of the 10 mm wires. ® Compute the min. clear cover over the tie wire. O Compute the clear spacing between longitudina! bars. -600 600 O, 0 0 0

The following is a cross-section of ä tied column reinforced with 16-32 mmø. Using fc' = 28 MPa and fy = 415 MPa. Size of aggregàtes used is 25 mm. O Compute the safe ultimate load that the column could carry. O Compute the spacing of the 10 mm wires. ® Compute the min. clear cover over the tie wire. O Compute the clear spacing between longitudina! bars. -600 600 O, 0 0 0

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Principle of Reinforced Concrete Design

The following is a cross-section of a tied column reinforced with 16-32 mmø. Using fc' = 28 MPa and fy = 415 MPa. Size of aggregàtes used is 25 mm. o Compute the safe ultimate load that the column could carry. O Compute the spacing of the 10 mm wires. ® Compute the min. clear cover over the tie wire. O Compute the clear spacing between longitudina! bars. 2 -600 600 0,00 0 0
Transcribed Image Text:The following is a cross-section of a tied column reinforced with 16-32 mmø. Using fc' = 28 MPa and fy = 415 MPa. Size of aggregàtes used is 25 mm. o Compute the safe ultimate load that the column could carry. O Compute the spacing of the 10 mm wires. ® Compute the min. clear cover over the tie wire. O Compute the clear spacing between longitudina! bars. 2 -600 600 0,00 0 0
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