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

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

Example text

Typical use of finger shims. 6 Composite Slab Detailing for IMF In addition to the protected zone limitations, welded shear stud connectors shall not be placed along the top flange of the beam for a distance equal to 11/2 times the depth of the beam, measured from the face of the column. Compressible expansion joint material, at least 1/2-in. (12-mm) thick, shall be installed between the slab and the column face, in the protected zone. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.

Box section b. Flanged cruciform section d. Boxed W-shape section Fig. 1. Column shapes. to the flanges of rolled wide-flange columns. A limited number of tests of connections of wide-flange beams to built-up box section columns were also reviewed. All of these tests were uniaxial in nature. That is, the beam or beams connecting to the column were in a single plane and moments applied to the column during the test induced flexure about a single axis. The flanged cruciform column and boxed wide-flange columns have not specifically been tested.

Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. AISC_Prequalified 2/20/06 4:17 PM Page 29 CHAPTER 6. 2 – 29 Fig. 4. Eight-bolt stiffened extended (8ES) end-plate geometry. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. 1 2/20/06 4:17 PM Page 30 CHAPTER 6. 4. The maximum gage dimension is limited to the width of the connected beam flange.

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


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