2. In the column shown in figure fy = 415 MPa fc = 21 MPa and Calculate the nominal load capacity that can be applied a) e balance condition (also compute for ebalance) b) When P is acting 600 mm from the center 500 mm 500 mm 70 90 90 70 16 28 mm

2. In the column shown in figure fy = 415 MPa fc = 21 MPa and Calculate the nominal load capacity that can be applied a) e balance condition (also compute for ebalance) b) When P is acting 600 mm from the center 500 mm 500 mm 70 90 90 70 16 28 mm

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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Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

Please answer the problem below, using NSCP 2010/2015,Using 4 decimal.

16-28mm diameter bar

2. In the column shown in figure fy = 415 MPa fc = 21 MPa and Calculate the nominal load capacity that can be applied
a) e balance condition (also compute for ebalance)
b) When P is acting 600 mm from the center
500 mm
500 mm
70 90
90 70
16 28 mm

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Step 1: Given data,

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Step 2: Calculation of nominal load capacity when load is acting at centroid of column

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Step 3: Calculation of nominal load capacity when load is acting at a distance of 600 mm from centroid of co

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