Design an axially loaded Round spiral column: PD = 500 kN PL= 650 kN f’c= 35 Mpa fy = 420 MPa. Initially assume ρg = 0.03. Use 25 mm diameter main bars. Use 12 mm dia. ties with fyt = 276 Mpa. Concrete cover is 30mm. Provide section drawing.

Design an axially loaded Round spiral column: PD = 500 kN PL= 650 kN f’c= 35 Mpa fy = 420 MPa. Initially assume ρg = 0.03. Use 25 mm diameter main bars. Use 12 mm dia. ties with fyt = 276 Mpa. Concrete cover is 30mm. Provide section drawing.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.1P

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Question

Design an axially loaded Round spiral column:

PD = 500 kN

PL= 650 kN

f’c= 35 Mpa

fy = 420 MPa.

Initially assume ρg = 0.03. Use 25 mm diameter main bars. Use 12 mm dia. ties with fyt = 276 Mpa. Concrete cover is 30mm. Provide section drawing.

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