Download AISC - Design Guide 04 - Extended End-Plate Moment by American Institute of Steel Construction PDF

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Extra info for AISC - Design Guide 04 - Extended End-Plate Moment Connections

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39 in. 1 in. 21) × = 5661 k-in. 22) = 279 kips < F fu = 396 kips 16. 707 tw, where tw is the fillet weld leg size. 525 = 268 kips < Ffu = 396 kips ∴ Column Stiffeners Required 19. 26) h 18. Calculate Web Crippling Strength 15. 82 in. 860 in. φ Mcf = φb Fyc Yc tcf2 φRn = = 128 kips 20. Stiffener Design and Panel Zone Checks Refer to AISC Design Guide 13 Wide-Flange Column Stiffening at Moment Connections—Wind and Seismic Applications (Carter, 1999) for design requirements and procedures. 34 / DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS—SEISMIC AND WIND APPLICATIONS, 2ND EDITION Summary Beam: W21×55 (ASTM A992) Column: W14×109 (ASTM A992) 4E End Plate: 11/4 in.

S. P. (1998). “Basic Issues in the Finite Element Simulation of Extended End Plate Connections,” Computers and Structures, Pergamon, 69(3), 361-382. Carter, C. (1999). AISC Design Guide 13 Wide-Flange Column Stiffening at Moment Connections—Wind and DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS—SEISMIC AND WIND APPLICATIONS, 2ND EDITION / 49 Seismic Applications, American Institute of Steel Construction, Chicago, IL. , Castiglioni, C. , Chesi, C, and Plumier, A. (1998) “A European Research Program on the Cyclic Behaviour of Welded Beam to Column Connections,” Proceedings of the NEHRP Conference and Workshop on Research on the Notrhridge, California Earthquake of January 17, 1994, National Earthquake Hazards Reduction Program, Vol.

By inspection the former governs for this example. 10 in. 860 in. ∴ Add Flange Stiffeners Assume ½ in. Stiffener Plates ts = ½ in. 01 in. 01    17. 39 in. 1 in. 21) × = 5661 k-in. 22) = 279 kips < F fu = 396 kips 16. 707 tw, where tw is the fillet weld leg size. 525 = 268 kips < Ffu = 396 kips ∴ Column Stiffeners Required 19. 26) h 18. Calculate Web Crippling Strength 15. 82 in. 860 in. φ Mcf = φb Fyc Yc tcf2 φRn = = 128 kips 20. Stiffener Design and Panel Zone Checks Refer to AISC Design Guide 13 Wide-Flange Column Stiffening at Moment Connections—Wind and Seismic Applications (Carter, 1999) for design requirements and procedures.

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