DESIGN OF ALL-BOLTED EXTENDED DOUBLE ANGLE, …

DESIGN OF ALL-BOLTED EXTENDED DOUBLE ANGLE, SINGLE ANGLE, AND TEE SHEAR CONNECTIONS By PERRY GREEN, THOMAS SPUTO, , ADAM HIGGINS DEPARTMENT OF CIVIL & COASTAL ENGINEERING UNIVERSITY OF FLORIDA GAINESVILLE, FLORIDA A REPORT PRESENTED TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION JANUARY 2005 ii iii TABLE OF CONTENTS page LIST OF TABLES .. vi LIST OF FIGURES .. vii ix INTRODUCTION ..1 Objective and Scope of LITERATURE Connection Types ..3 bolted Moment-Rotation Behavior of Shear Coping of Beams ..9 Tee Connection Behavior ..10 Conclusion ..11 OPTIMUM BAY STUDY ..12 Bay Studies Program ..12 Bay Study Bay Steel Deck and Slab Vibration Criteria and Deflections ..13 Shear Studs and Composite Action ..14 Member Selection and Camber.

and first principles of engineering mechanics (AISC 1999). The results of this procedure will be used to determine applicable limit states and to develop a rational design procedure for all-bolted extended single angle, double angle, and tee connections. The scope of this project includes a review of past research done in the area of

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  Glean, Procedures, Mechanics, Extended, Double, Cisa, Bolted, All bolted extended double angle

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