Design aids for structural steel columns, volume I-III

This paper is set out to supplement the existing design aids for columns provided by the American Institute of Steel Construction. This thesis presents, among others, tables for allowable concentric loads that can be carried by a certain section given its effective length. These sections include, W,...

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Main Authors: Carino, Larry L., Ubay, Ferdinand Renato M., Villanueva, Alberto D.
Format: text
Language:English
Published: Animo Repository 1996
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Online Access:https://animorepository.dlsu.edu.ph/etd_bachelors/8976
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Institution: De La Salle University
Language: English
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spelling oai:animorepository.dlsu.edu.ph:etd_bachelors-96212021-08-18T06:07:22Z Design aids for structural steel columns, volume I-III Carino, Larry L. Ubay, Ferdinand Renato M. Villanueva, Alberto D. This paper is set out to supplement the existing design aids for columns provided by the American Institute of Steel Construction. This thesis presents, among others, tables for allowable concentric loads that can be carried by a certain section given its effective length. These sections include, W, S, M, HP shaped sections, Channels, Angles, Structural Tees, and a number of combination sections that the group decided to include. The paper also includes tables for m and u for sections in the AISC manual that are used to calculate the effective axial load for sections loaded eccentrically. 1996-01-01T08:00:00Z text https://animorepository.dlsu.edu.ph/etd_bachelors/8976 Bachelor's Theses English Animo Repository Steel, Structural Columns, Iron and steel Structural design Strains and stresses Engineering
institution De La Salle University
building De La Salle University Library
continent Asia
country Philippines
Philippines
content_provider De La Salle University Library
collection DLSU Institutional Repository
language English
topic Steel, Structural
Columns, Iron and steel
Structural design
Strains and stresses
Engineering
spellingShingle Steel, Structural
Columns, Iron and steel
Structural design
Strains and stresses
Engineering
Carino, Larry L.
Ubay, Ferdinand Renato M.
Villanueva, Alberto D.
Design aids for structural steel columns, volume I-III
description This paper is set out to supplement the existing design aids for columns provided by the American Institute of Steel Construction. This thesis presents, among others, tables for allowable concentric loads that can be carried by a certain section given its effective length. These sections include, W, S, M, HP shaped sections, Channels, Angles, Structural Tees, and a number of combination sections that the group decided to include. The paper also includes tables for m and u for sections in the AISC manual that are used to calculate the effective axial load for sections loaded eccentrically.
format text
author Carino, Larry L.
Ubay, Ferdinand Renato M.
Villanueva, Alberto D.
author_facet Carino, Larry L.
Ubay, Ferdinand Renato M.
Villanueva, Alberto D.
author_sort Carino, Larry L.
title Design aids for structural steel columns, volume I-III
title_short Design aids for structural steel columns, volume I-III
title_full Design aids for structural steel columns, volume I-III
title_fullStr Design aids for structural steel columns, volume I-III
title_full_unstemmed Design aids for structural steel columns, volume I-III
title_sort design aids for structural steel columns, volume i-iii
publisher Animo Repository
publishDate 1996
url https://animorepository.dlsu.edu.ph/etd_bachelors/8976
_version_ 1712577058142420992