NDLI: Excess capacity in steel columns

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Excess capacity in steel columns

Content Provider	Scilit
Author	Friedman, D.
Copyright Year	2016
Description	This chapter shows that the minimum expected excess capacity under direct compression and reviews the parameters of expected excess capacity under combined compression and bending. The capacity of existing columns is one of the most common areas of concern during investigations and alterations of historic steel-frame buildings. Columns are often the key to analyzing the capacity of the existing frame, and therefore are the key to structural feasibility of alteration and adaptive reuse projects. The reinforcing of floor beams is a relatively simple process, affecting only the area in question, that can be carried out during a simple alteration, while column reinforcing can be quite difficult, and may require work from the altered floor in question all the way down to the foundations. The cost of column reinforcing can determine the economic viability of a proposed alteration. Engineers analyzing existing buildings therefore search for all reasonable methods to justify increased loading without reinforcing. Book Name: Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781315616995-159&type=chapterpdf
Ending Page	1182
Page Count	8
Starting Page	1175
DOI	10.1201/9781315616995-159
Language	English
Publisher	Informa UK Limited
Publisher Date	2016-11-03
Access Restriction	Open
Subject Keyword	Book Name: Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls Criminology and Penology Buildings Adaptive Columns Compression Expected Excess Viability Structural
Content Type	Text
Resource Type	Chapter

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