By American Institute of Steel Construction
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Extra resources for AISC - Design Guide 04 - Extended End-Plate Moment Connections
03 in. 6. Select End Plate Thickness USE tp = 11/8 in. (ASTM A572 Gr. 50 steel) 10. 375 in. 625 in. 3 in. 5 OK 50 Use 3/8 in. × 35/8 in. × 61/2 in. stiffener (ASTM A572 Gr. , are sufficient to develop the stiffener at the beam flange and at the end plate since the stiffener thickness is not greater than 3/8 in. 6 in. + DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS—SEISMIC AND WIND APPLICATIONS, 2ND EDITION / 41 Summary W21×55 (ASTM A992) W14×109 (ASTM A992) 11/8 in. by 9 in. with 3/8 in.
Sumner, E. , and Murray, T. M. (2001b), Experimental Investigation of the MRE 1/2 End-Plate Moment Connection, Research Report No. CE/VPI-ST-01/14, submitted to Metal Building Manufacturers Association, Cleveland, Ohio, December 2001, 91 pages. Sumner, E. A. and Murray, T. M. (2002), “Behavior of Extended End-Plate Moment Connections Subject to Cyclic Loading,” Journal of Structural Engineering, ASCE, 128(4), 501-508. W. (1981). 25. C. P. (1990). “Cyclic Behavior of End-Plate Moment Connections,” Journal of Structural Engineering, ASCE, 116(11), 2917-2930.
Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, Virginia. , Mays, T. , and Murray, T. M. (2000a), Cyclic Testing of Bolted Moment End-Plate Connections, Research Report No. CE/VPI-ST-00/03, SAC Report No. SAC/BD-00/21, submitted to the SAC Joint Venture, May 2000, 327 pages. , Mays, T. , and Murray, T. M. (2000b), “End-Plate Moment Connections: Test Results and Finite Element Method Validation,” Connections in Steel Structures IV: Steel Connections in the New Millennium: Proceedings of the Fourth International Workshop, Roanoke, Virginia, October 22-25, 2000.
AISC - Design Guide 04 - Extended End-Plate Moment Connections by American Institute of Steel Construction