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

Print

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

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