Design aids for structural steel columns, volume I-III
Date of Publication
1996
Document Type
Bachelor's Thesis
Degree Name
Bachelor of Science in Civil Engineering
Subject Categories
Engineering
College
Gokongwei College of Engineering
Department/Unit
Civil Engineering
Abstract/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.
Abstract Format
html
Language
English
Format
Accession Number
TU07524
Shelf Location
Archives, The Learning Commons, 12F, Henry Sy Sr. Hall
Physical Description
3 v. (various pagings) ; Computer print-out.
Keywords
Steel, Structural; Columns, Iron and steel; Structural design; Strains and stresses
Recommended Citation
Carino, L., Ubay, F. M., & Villanueva, A. D. (1996). Design aids for structural steel columns, volume I-III. Retrieved from https://animorepository.dlsu.edu.ph/etd_bachelors/8976
