COMPARISON OF TEST RESULTS WITH DESIGN EQUATIONS FOR BIAXIALLY LOADED STEEL BEAM-COLUMNS (A REPORT TO THE STRUCTURAL STABILITY RESEARCH COUNCIL TASK GROUP 3-COLUMNS WITH BIAXIAL BENDING).

Research output: Contribution to journalArticle

Abstract

Comparisons are made between results of 81 recent tests on beam-columns subjected to unsymmetrical and biaxially eccentric loads and the capacities predicted both by the CSA standard S16. 1-1974 and by interaction equations proposed by Chen. It is concluded that with the methods currently in use for computing the ultimate axial load capacity, the CSA procedure gives satisfactory results.

Original languageEnglish (US)
JournalRoyal Military College of Canada, Civil Engineering Research Report
Issue number80-2
StatePublished - Jan 1 1980

Fingerprint

Axial loads
Steel

ASJC Scopus subject areas

  • Engineering(all)

Cite this

@article{f767e8dac97f4b898674b3bb3578b52f,
title = "COMPARISON OF TEST RESULTS WITH DESIGN EQUATIONS FOR BIAXIALLY LOADED STEEL BEAM-COLUMNS (A REPORT TO THE STRUCTURAL STABILITY RESEARCH COUNCIL TASK GROUP 3-COLUMNS WITH BIAXIAL BENDING).",
abstract = "Comparisons are made between results of 81 recent tests on beam-columns subjected to unsymmetrical and biaxially eccentric loads and the capacities predicted both by the CSA standard S16. 1-1974 and by interaction equations proposed by Chen. It is concluded that with the methods currently in use for computing the ultimate axial load capacity, the CSA procedure gives satisfactory results.",
author = "Unnikrishna Pillai",
year = "1980",
month = "1",
day = "1",
language = "English (US)",
journal = "Royal Military College of Canada, Civil Engineering Research Report",
number = "80-2",

}

TY - JOUR

T1 - COMPARISON OF TEST RESULTS WITH DESIGN EQUATIONS FOR BIAXIALLY LOADED STEEL BEAM-COLUMNS (A REPORT TO THE STRUCTURAL STABILITY RESEARCH COUNCIL TASK GROUP 3-COLUMNS WITH BIAXIAL BENDING).

AU - Pillai, Unnikrishna

PY - 1980/1/1

Y1 - 1980/1/1

N2 - Comparisons are made between results of 81 recent tests on beam-columns subjected to unsymmetrical and biaxially eccentric loads and the capacities predicted both by the CSA standard S16. 1-1974 and by interaction equations proposed by Chen. It is concluded that with the methods currently in use for computing the ultimate axial load capacity, the CSA procedure gives satisfactory results.

AB - Comparisons are made between results of 81 recent tests on beam-columns subjected to unsymmetrical and biaxially eccentric loads and the capacities predicted both by the CSA standard S16. 1-1974 and by interaction equations proposed by Chen. It is concluded that with the methods currently in use for computing the ultimate axial load capacity, the CSA procedure gives satisfactory results.

UR - http://www.scopus.com/inward/record.url?scp=85040215086&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85040215086&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:85040215086

JO - Royal Military College of Canada, Civil Engineering Research Report

JF - Royal Military College of Canada, Civil Engineering Research Report

IS - 80-2

ER -