|
Welded Connections |
|
1 |
Longitudinal Fillet Welds (L/t<25) |
McGuire and Peköz (1979)MCGUIRE, W., PEKÖZ, T., Welding of Sheet Steel, Report SG-79-2, American Iron and Steel Institute, 1979., Teh and Hancock (2005)TEH, L. H., HANCOCK, G. J. Strength of fillet welded connections in G450 Sheet Steels. Research Report, No R802. Australia: Dept. of Civil Engineering, Univ. of Sydney, 2005. and Zhao et al. (1999)ZHAO, X. L., AL-MAHAIDI, R., K.P. KIEW. Longitudinal fillet welds in thin-walled C450 RHS Members. Journal of Structural Engineering, ASCE, v.125, n.8, p.821-828, 1999.
|
51 |
0.93 |
0.11 |
Normal |
1.65 |
0.60 |
2 |
Longitudinal Fillet Welds (L/t≥25) |
McGuire and Peköz (1979)MCGUIRE, W., PEKÖZ, T., Welding of Sheet Steel, Report SG-79-2, American Iron and Steel Institute, 1979., Teh and Hancock (2005)TEH, L. H., HANCOCK, G. J. Strength of fillet welded connections in G450 Sheet Steels. Research Report, No R802. Australia: Dept. of Civil Engineering, Univ. of Sydney, 2005.
|
29 |
0.80 |
0.11 |
Normal |
2.00 |
0.50 |
3 |
Transverse Fillet Welds |
McGuire and Peköz (1979)MCGUIRE, W., PEKÖZ, T., Welding of Sheet Steel, Report SG-79-2, American Iron and Steel Institute, 1979., Teh and Hancock (2005)TEH, L. H., HANCOCK, G. J. Strength of fillet welded connections in G450 Sheet Steels. Research Report, No R802. Australia: Dept. of Civil Engineering, Univ. of Sydney, 2005.
|
79 |
0.98 |
0.11 |
Normal |
1.55 |
0.65 |
4 |
Transverse Flare-Bevel Welds |
McGuire and Peköz (1979)MCGUIRE, W., PEKÖZ, T., Welding of Sheet Steel, Report SG-79-2, American Iron and Steel Institute, 1979., Teh and Hancock (2005)TEH, L. H., HANCOCK, G. J. Strength of fillet welded connections in G450 Sheet Steels. Research Report, No R802. Australia: Dept. of Civil Engineering, Univ. of Sydney, 2005.
|
56 |
1.00 |
0.15 |
Normal |
1.65 |
0.60 |
5 |
Longitudinal Flare-Bevel Welds |
McGuire and Peköz (1979)MCGUIRE, W., PEKÖZ, T., Welding of Sheet Steel, Report SG-79-2, American Iron and Steel Institute, 1979., Teh and Hancock (2005)TEH, L. H., HANCOCK, G. J. Strength of fillet welded connections in G450 Sheet Steels. Research Report, No R802. Australia: Dept. of Civil Engineering, Univ. of Sydney, 2005.
|
30 |
0.90 |
0.13 |
Gumbel |
1.80 |
0.55 |
|
Bolted Connections |
|
6 |
Bearing (sheets) |
Maiola (2004) |
184 |
0.91 |
0.27 |
Lognormal |
1.55 |
0.65 |
7 |
Bearing (angle and cannel sections) |
Maiola (2004) |
39 |
1.03 |
0.28 |
Lognormal |
1.55 |
0.65 |
8 |
Spacing and edge distance |
Sheerah (2009)SHEERAH, I. Cold-formed steel bolted connections without washers on oversized and slotted holes. 2009. 104p. (Master of Science Engineering Systems).
|
53 |
0.98 |
0.19 |
Gumbel |
1.45 |
0.70 |