A 400mm x 300mm short tied columnis designed to carry an eccentricultimate load of 1000 kN. If the columnis reinforced with 8 - 20mm diam.bars, find the maximum safe factoredmoment that can be put on the y-principal axis (See Figure 5). Use fc' =20.7 MPa and fy = 276 MPa.300 mm60mmFigure 5 Problem 5280mmIPn= 1000 kN60mm60mmex = My/P60mm400mmAy

Answered: x 300mm d to carry ad of 1000 d with 8

Engineering

Civil Engineering

x 300mm d to carry ad of 1000 d with 8

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

A 400mm x 300mm short tied column
is designed to carry an eccentric
ultimate load of 1000 kN. If the column
is reinforced with 8 - 20mm diam.
bars, find the maximum safe factored
moment that can be put on the y-
principal axis (See Figure 5). Use fc' =
20.7 MPa and fy = 276 MPa.
300 mm
60mm
Figure 5 Problem 5
280mm
I
Pn= 1000 kN
60mm
60mm
ex = My/P
60mm
400mm
Ay

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