DOUBLE ANGLE FRAMING CONNECTIONS SUBJECTED TO SHEAR AND TENSION

DOUBLE ANGLE FRAMING CONNECTIONS SUBJECTED TO SHEAR AND TENSION - Printable Version

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DOUBLE ANGLE FRAMING CONNECTIONS SUBJECTED TO SHEAR AND TENSION - Veggeta - 11-25-2010

-By Jae Guen Yang
-Virginia Polytechnic Institute and State University
-150 Pages
-Size Rar file 0.90 Mb

The double angle connection (sometimes referred to as a cleat connection) is one of the most commonly used simple shear connections, and many investigations have been conducted on this type of connection. However, most of these investigations have focused on either the strength or the moment-rotation relationship under shear loading.
Several investigations have recently been performed on the behavior of double angle connections subjected to shear plus axial tensile loads. In these investigations, analytical models and design formulas have been proposed to model the complex behavior of these connections when subjected to the combined loading. However, a complete design model has not been developed.

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