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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

Chapter 9<br />

Introduction to manual and<br />

computer analysis<br />

by RANGACHARI NARAYANAN<br />

9.1 Introduction<br />

The analysis of structures consists essentially of mathematical modelling of the<br />

response of a structure to the applied loading. Such models are based on idealizations<br />

of the structural behaviour of the material and of the components. They are,<br />

therefore, imperfect to a larger or smaller degree, depending upon the extent of<br />

inaccuracy built into the assumptions in modelling. This is not to imply that the<br />

calculations are meaningless, rather to emphasize the fact that the assessment of<br />

structural responses is the best estimate that can be obtained in the light of the<br />

assumptions implicit in the modelling of the system. Some of these assumptions<br />

are necessary in the light of inadequate data; others are introduced to simplify the<br />

calculation procedure to economic levels.<br />

There are several idealizations introduced in the modelling process.<br />

• Firstly, the physical dimensions of the structural components are idealized.<br />

For example, skeletal structures are represented by a series of line elements and<br />

joints are assumed to be of negligible size. The imperfections in the member<br />

straightness are ignored or at best idealized.<br />

• Material behaviour is simplified. For example, the stress–strain characteristic<br />

is assumed to be linearly elastic, and then perfectly plastic. No account is taken<br />

of the variation of yield stress along or across the member. The influence of<br />

residual stresses due to thermal processes (such as hot rolling and flame cutting),<br />

as well as that due to cold working and roller straightening, is ignored.<br />

• The implications of actions which are included in the analytical process itself<br />

are frequently ignored. For example, the development of local plasticity at<br />

connections or possible effects of change of geometry causing local instability<br />

are rarely, if ever, accounted for in the analysis.<br />

However, it must be recognized that the design loads employed in assessing structural<br />

response are themselves approximate. The analysis chosen should therefore<br />

be adequate for the purpose and should be capable of providing the solutions at an<br />

economical cost.<br />

The fundamental concepts employed in mathematical modelling are discussed<br />

next.<br />

286

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