The figure shows the cross section of an eccentrically loaded short column. Assuming 25 MPa concrete and Grade 400 steel and steel bars placed on end faces only, The area of steel required for this section is about O 2100 mm2 O 3200 mm2 O 4200 mm2 2500 kN 400 mm 600 mm h50mm

The figure shows the cross section of an eccentrically loaded short column. Assuming 25 MPa concrete and Grade 400 steel and steel bars placed on end faces only, The area of steel required for this section is about O 2100 mm2 O 3200 mm2 O 4200 mm2 2500 kN 400 mm 600 mm h50mm

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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Question

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The figure shows the cross section of an eccentrically loaded short column. Assuming 25 MPa
concrete and Grade 400 steel and steel bars placed on end faces only, The area of steel
required for this section is about
O 2100 mm2
O 3200 mm2
O 4200 mm2
2500 kN
400 mm
600 mm
h50 mm

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