Shear lag in slotted HSS tension members

Canadian Journal of Civil Engineering

Volumn 23, Issue 6, 1996, Pages 1350-1354

  Korol, R M ^a  

^a MCMASTER UNIVERSITY   (Canada)

Author keywords

Design; Experiments; Hollow structural sections; Reduction factor; Shear lag; Slotted members

Indexed keywords

SHEAR DEFORMATION; SHEAR STRESS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

BRACED FRAME CONSTRUCTION; HOLLOW STRUCTURAL SECTION (HSS) TENSION MEMBERS; SHEAR LAG REDUCTION FACTOR; WELD LENGTH TO WELD DISTANCE RATIO;

STRUCTURAL MEMBERS;

EID: 0030386836     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l96-943     Document Type: Article

References (6)

1. CISC. 1991. Handbook of steel construction. 5th ed. Canadian Institute of Steel Construction, Willowdale, Ont., pp. 3-96, 3-97.
2. CSA. 1994. Limit states design of steel structures. Canadian Standards Association, Rexdale, Ont., Standard CAN/CSA-S16.1-94.
3. Girard, C., Picard, A., and Fafard, M. 1995. Finite element modelling of the shear lag effects in an HSS welded to a gusset plate. Canadian Journal of Civil Engineering, 22(4): 651-659.
4. Korol, R.M., Mirza, F.A., and Mirza, M.Y. 1994. Investigation of shear lag in slotted HSS tension members. Proceedings of the VIth International Symposium on Tubular Structures, Melbourne, Australia, pp. 473-482.
5. Munse, W.H., and Chesson, E. 1963. Riveted and bolted joints: net section design. ASCE Journal of the Structural Division, 89(ST1): 107-126.
6. Packer, J.A., and Henderson, J.E. 1992. Design guide for hollow structural section connections. Canadian Institute of Steel Construction, Willowdale, Ont.