estion: A rectangular column shown in the figure has fc'=28Mpa and fy=415Mpa. Assuming e=120mm, calcul e ultimate axial forced capacity using an interaction diagram. Submit also the interaction diagram used for this estion. 8-25mmØ 00 O 300mm 400mm 270mm 300m Ultimate Axial Force Capacity. KN

estion: A rectangular column shown in the figure has fc'=28Mpa and fy=415Mpa. Assuming e=120mm, calcul e ultimate axial forced capacity using an interaction diagram. Submit also the interaction diagram used for this estion. 8-25mmØ 00 O 300mm 400mm 270mm 300m Ultimate Axial Force Capacity. KN

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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8-25mm Ø
00
O 0
300mm
400mm
270mm 300 mm

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