Design aids for structural steel columns, volume I-III

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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Bibliographic Details
Main Authors: Carino, Larry L., Ubay, Ferdinand Renato M., Villanueva, Alberto D.
Format: text
Language:English
Published: Animo Repository 1996
Subjects:
Steel, Structural
Columns, Iron and steel
Structural design
Strains and stresses
Engineering
Online Access:https://animorepository.dlsu.edu.ph/etd_bachelors/8976
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Institution: De La Salle University
Language: English
Description
Summary: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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