A 400 mm x 500 mm rectangular tied column is reinforced with eight (8) D28mm longitudinal bars, four (4) bars on each 400 mm end face of the column. If d = 425 mm, d' = 75 mm, fc' = 24 MPa and fy = 345 MPa, • What is the balanced ultimate axial capacity of the column? (a) 1217 kN (b) 1872 kN (c) 1310 kN (d) 3691 kN (e) 2953 kN. • What is the balanced nominal moment capacity of the column? (a) 550.7 kN-m (b) 385.5 kN-m (c) 495.6 kN-m (d) 413.0 kN-m (e) 357.9 kN-m. • What is the balanced eccentricity of the column? (a) 294mm (b) 304mm (c) 254mm (d) 434mm (e) 550mm.

A 400 mm x 500 mm rectangular tied column is reinforced with eight (8) D28mm longitudinal bars, four (4) bars on each 400 mm end face of the column. If d = 425 mm, d' = 75 mm, fc' = 24 MPa and fy = 345 MPa, • What is the balanced ultimate axial capacity of the column? (a) 1217 kN (b) 1872 kN (c) 1310 kN (d) 3691 kN (e) 2953 kN. • What is the balanced nominal moment capacity of the column? (a) 550.7 kN-m (b) 385.5 kN-m (c) 495.6 kN-m (d) 413.0 kN-m (e) 357.9 kN-m. • What is the balanced eccentricity of the column? (a) 294mm (b) 304mm (c) 254mm (d) 434mm (e) 550mm.

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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