ANSI AISC 358-05 Prequalified Connections for Special and - download pdf or read online

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Additional info for ANSI AISC 358-05 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seism

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2. Four-bolt unstiffened extended (4E) end-plate geometry. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. 2 –28 2/20/06 4:17 PM Page 28 CHAPTER 6. BOLTED UNSTIFFENED AND STIFFENED EXTENDED…CONNECTIONS Fig. 3. Four-bolt stiffened extended (4ES) end-plate geometry. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.

H0 1 bp g 2 tp tbw Note: If pfi > s, use pfi = s h1 tp Mnp h0 h1 CHAPTER 6. 3. 2 – 37 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. h2 h3 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. 4. Summary of Eight-Bolt Extended Stiffened End-Plate Yield Line Mechanism Parameter AISC_Prequalified Page 38 CHAPTER 6.

When the minimum clip dimensions are used along the member web, the available continuity plate length must be considered in the design and detailing of the welds to the web. For fillet welds, the fillet weld should be held back one to two weld sizes from each clip. For groove welds, weld tabs should not be used in the k-area that could cause base metal fracture from the combination of weld shrinkage, the stress concentration/notch effect at the weld end, and the low notch-toughness web material.

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ANSI AISC 358-05 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seism


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