REFERENCES ACI 117 (1990), Standard Specifications for Tolerances for Concrete Construction and Materials (ACI 117-90 (Reapproved 2002), Farmington Hills, MI. ACI 349 (2001), Code Requirements for Nuclear Safety Related Concrete Structures and Commentary (ACI 34901/349R-01), Farmington Hills, MI. ACI Committee 318 (2002), Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), Farmington Hills, MI. American Institute of Steel Construction (2001), Manual of Steel Construction, Load Resistance Factor Design, Chicago, IL. American Institute of Steel Construction (2005), Specification for Structural Steel Buildings, Chicago, IL. American Institute of Steel Construction (2005), Seismic Provisions for Structural Steel Buildings, Chicago, IL. American Institute of Steel Construction (2005), Code of Standard Practice for Steel Buildings and Bridges, Chicago, IL. DeWolf, J.T. and Ricker, D.T. (1990), Design Guide No. 1, Column Base Plates, Steel Design Guide Series, AISC, Chicago, IL. Drake, R.M. and Elkin, S.J. (1999), “Beam-Column Base Plate Design—LRFD Method,” Engineering Journal, Vol. 36, No. 1, First Quarter, AISC, Chicago, IL. Fisher, J.M. (2004), Design Guide No. 7, Industrial Buildings—Roofs to Anchor Rods, 2nd Ed., Steel Design Guide Series, AISC, Chicago, IL. Fisher, J.M. (1981), “Structural Details in Industrial Buildings,” Engineering Journal, Third Quarter, AISC, Chicago, IL. Fisher, J.M. and West, M.A. (1997), Design Guide No. 10, Erection Bracing of Low-Rise Structural Steel Frames,” Steel Design Guide Series, AISC, Chicago, IL.
Fisher, J.M. and Doyle, J.M. (2005), “Discussion: BeamColumn Base Plate Design—LRFD Method,” Engineering Journal, Vol. 36, No. 1, Fourth Quarter, AISC, Chicago, IL. Frank, K.H. (1980), “Fatigue Strength of Anchor Bolts,” ASCE Journal of the Structural Division, Vol. 106, No. ST, June. Kaczinski, M.R., Dexter, R.J., and Van Dien, J.P. (1996), “Fatigue-Resistant Design of Cantilevered Signal, Sign, and Light Supports,” National Cooperative Highway Research Program, NCHRP Report 412, Transportation Research Board, Washington D.C. Koenigs, M.T., Botros, T.A., Freytag, D., and Frank, K.H. (2003), “Fatigue Strength of Signal Mast Arm Connections,” Report No. FHWA/TX-04/4178-2, August. Occupational Safety and Health Administration (2001), OSHA, Safety Standards for Steel Erection, (Subpart R of 29 CFR Part 1926), Washington, D.C. Research Council on Structural Connections (2004), Specification for Structural Joints Using ASTM A325 or A490 Bolts, available from AISC, Chicago, IL. Thornton, W.A. (1990), “Design of Small Base Plates for Wide-Flange Columns,” Engineering Journal, Vol. 27, No. 3, Third Quarter, AISC, Chicago, IL. Till, R.D. and Lefke, N.A. (1994), “The Relationship Between Torque, Tension, and Nut Rotation of Large Diameter Anchor Bolts,” Materials and Technology Division, Michigan Department of Transportation, October. Wald, F., Sokol, Z., and Steenhuis, M. (1995), “Proposal of the Stiffness Design Model of the Column Bases,” Proceedings of the Third International Workshop on Connections in Steel Structures, Trento, Italy.
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