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1. Refer to the illustration below. f²=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity of the column. b. Determine the maximum spacing of ties. c. Is there a need for extra ties? 70 mm 500 mm -6 #32- 360 mm 70 mm -70 mm 70 mm 260 mm 400 mm

1. Refer to the illustration below. f²=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity of the column. b. Determine the maximum spacing of ties. c. Is there a need for extra ties? 70 mm 500 mm -6 #32- 360 mm 70 mm -70 mm 70 mm 260 mm 400 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. Refer to the illustration below. f=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity of the column. b. Determine the maximum spacing of ties. c. Is there a need for extra ties? 70 mm 500 mm •-6 #32- 360 mm 70 mm 70 mm 70 mm 260 mm 400 mm
Transcribed Image Text:1. Refer to the illustration below. f=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity of the column. b. Determine the maximum spacing of ties. c. Is there a need for extra ties? 70 mm 500 mm •-6 #32- 360 mm 70 mm 70 mm 70 mm 260 mm 400 mm
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