Resistance factors for laterally unsupported steel beams and biaxially loaded steel beam columns
1984 ◽
Vol 11
(4)
◽
pp. 1008-1019
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Keyword(s):
Data from 30 tests conducted on laterally unsupported steel beams, and 148 tests on biaxially loaded steel beam columns conducted by others are statistically analyzed to determine resistance factors appropriate for use with the design equations given in CSA Standard CAN3-S16.1-M84 (Steel structures for buildings—limit states design). The general value of 0.90 currently given in that standard for the resistance factor is shown to be conservative by 1 –6% for both laterally unsupported beams and biaxially loaded beam columns. Key words: beam columns, beams, biaxially loaded, laterally unsupported, limit states design, resistance factors, steel.
1989 ◽
Vol 16
(3)
◽
pp. 384-399
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2019 ◽
Vol 15
(1)
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pp. 25-32
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Keyword(s):
2002 ◽
Vol 1808
(1)
◽
pp. 108-111
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Keyword(s):
1981 ◽
Vol 8
(2)
◽
pp. 130-136
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Keyword(s):
1985 ◽
Vol 12
(3)
◽
pp. 603-616
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1980 ◽
Vol 7
(1)
◽
pp. 45-77
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1993 ◽
Vol 20
(6)
◽
pp. 931-939
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Keyword(s):
2002 ◽
Vol 29
(1)
◽
pp. 109-118
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Keyword(s):