|
1. American Institute of Steel Construction, Inc., (2005), Manual of Steel Construction, Allowable Steel Design, Thirteenth Edition, AISC, Chicago, IL. 2. American Institute of Steel Construction, Inc., (2010), Manual of Steel Construction, Allowable Steel Design, Fourteenth Edition, AISC, Chicago, IL. 3. Blodgett, O.W., (1966), Design of Welded Structures, James F. Lincoln Arc Welding Foundation, Cleveland, OH. 4. Butler, L.J., Pal, S. and Kulak, G.L., (1972), “Eccentrically Loaded Welded Connections,” Studies in Structural Division, Vol. 98, No. ST5, (May), pp. 989-1005, ASCE, Reston, VA. 5. Crawford, S.F and Kulak, G.L., (1968), “Behavior of Eccentrically Loaded Bolted Connections,” Studies in Structure Engineering, (No. 4), Department of Civil Engineering, Nova Scotia Technical College, Halifax, Nova Scotia. 6. Higgins, T.R., (1971), “Treatment of Eccentrically Loaded Connections in the AISC Manual,” Engineering Journal, Vol. 8, No. 2, (April), pp. 52-54, AISC, Chicago, IL. 7. Lesik, D.F. and Kennedy, D.J.L., (1990), “Ultimate Strength of Fillet-Welded Connections Loaded in Plane”, Canadian Journal of Civil Engineering, Vol. 17, No. 1, National Research Council of Canada, Ottawa, Canada.
|