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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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 |
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Steel, Structural Columns, Iron and steel Structural design Strains and stresses Engineering |
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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 |
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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. |
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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 |
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Animo Repository |
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1996 |
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https://animorepository.dlsu.edu.ph/etd_bachelors/8976 |
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