1 Muir, L. S., "The Development of a New Design Procedure for Conventional Single-Plate Shear Connections" AISC 141-148, 2011
2 Yura, J. A., "The Behavior of Beams Subjected to Concentrated Loads" American Iron of Steel Institute, University of Texas 1982
3 Rahman, A. A., "The Analyses of Extended Shear Tab Steel Connections Part I: The Unstiffened Connections" AISC 44 (44): 117-132, 2007
4 Gong, Y., "Plastic Behavior of Shear Tabs Welded to Flexible Wall Support" 1197-1204, 2010
5 Thornton, W. A., "On the Need for Stiffeners for and The Effect of Lap Eccentricity on Extended Single-Plate Connections" 118-126, 2011
6 Suleiman, M. F., "Non-Linear Finite Element Analysis of Extended Shear Tab Connections" University of Cincinnati 2013
7 American Institute of Steel Construction, "Manual of Steel Construction, 14th ed"
8 Mohr, B. A., "Investigation of Ultimate Bending Strength of Steel Bracket Plates" Virginia Tech 2005
9 Kulak, G. L., "Guide to Design Criteria for Bolted and Riveted Joints" John Wiley 1987
10 Ashakul, A., "Finite Element Analysis of Single Plate Shear Connections" Virginia Polytechnic Institute and State University 2004
1 Muir, L. S., "The Development of a New Design Procedure for Conventional Single-Plate Shear Connections" AISC 141-148, 2011
2 Yura, J. A., "The Behavior of Beams Subjected to Concentrated Loads" American Iron of Steel Institute, University of Texas 1982
3 Rahman, A. A., "The Analyses of Extended Shear Tab Steel Connections Part I: The Unstiffened Connections" AISC 44 (44): 117-132, 2007
4 Gong, Y., "Plastic Behavior of Shear Tabs Welded to Flexible Wall Support" 1197-1204, 2010
5 Thornton, W. A., "On the Need for Stiffeners for and The Effect of Lap Eccentricity on Extended Single-Plate Connections" 118-126, 2011
6 Suleiman, M. F., "Non-Linear Finite Element Analysis of Extended Shear Tab Connections" University of Cincinnati 2013
7 American Institute of Steel Construction, "Manual of Steel Construction, 14th ed"
8 Mohr, B. A., "Investigation of Ultimate Bending Strength of Steel Bracket Plates" Virginia Tech 2005
9 Kulak, G. L., "Guide to Design Criteria for Bolted and Riveted Joints" John Wiley 1987
10 Ashakul, A., "Finite Element Analysis of Single Plate Shear Connections" Virginia Polytechnic Institute and State University 2004
11 Metzger, K. B., "Experimental Verification of a New Single Plate Shear Connection Design Model" Virginia Polytechnic Institute and State University 2006
12 Astaneh, A., "Design of Single-Plate Shear Connections" AISC 21-32, 1989
13 Sherman, D. R., "Design of Extended Shear Tabs" American Institute of Steel Construction AISC: University of Wisconsin- Milwaukee 2002
14 Creech, D., "Behavior of Single-Plate Shear Connections with Rigid and Flexible Supports" North Carolina State University 2005
15 Marosi, M., "Behavior of Single and Double Row Bolted Shear Tab Connections and Weld Retrofits" McGill University 2011
16 "ABAQUS standard user’s manual"