AISC - Design Guide 04 - Extended End-Plate Moment - download pdf or read online

By American Institute of Steel Construction

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3D Simulation of Bolted Connections to Unstiffened Columns—II. Extended Endplate Connections,” Journal of Constructional Steel Research, Elsevier Applied Science, 40(3), 189-223. R. M. (1999). S. Thesis, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, Virginia. T. (1995). S. Thesis, Department of Civil Engineering, Virginia Polytechnic Institute and State University, Blacksburg, Virginia. Borgsmiller, J. , Sumner, E. , and Murray, T. M. (1995), Tests of Multi-Row Moment End-Plate Connections Having Large Inner Pitch Distances, Research Report No.

By 9 in. with 1/2 in. Beam Flange to End-Plate Stiffener (ASTM A572 Gr. 50) Bolt Diameter: 1 in. Bolt Grade: ASTM A325 Column Requires Stiffeners Beam: Column: 8ES End Plate: bp = 9" bfb = 8 1/4" ts = 1/2" bfc = 14 5/8" twc = 1/2" g = 5 1/2" Final Details for 8ES Moment End-Plate Connection Design W21x55 (A992) d = 20 3/4" de = 1 1/4" pb = 3" pfo = 1 3/4" t fb = 1/2" tp = 7/8" 5/16" c = 4" W14x109 (A992) tfc = 7/8" pb = 3" pfi = 1 3/4" tsc = 1/2" pso = 2" psi = 2" 1" dia. A325-N Bolts (1 1/16" dia.

39 = 330 kips < Ffu = 399 kips ∴ Column Stiffeners Required 290 330 268 = 131 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, 2002) and the AISC Seismic Provisions for Structural Steel Buildings for design requirements and procedures. 46 / DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS—SEISMIC AND WIND APPLICATIONS, 2ND EDITION   Summary W21×55 (ASTM A992) W14×109 (ASTM A992) 7 /8 in.

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

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