Simple Shear Connection Design AISC
Description
Design of simple shear connection in accordance with the 13th edition of AISC.
1.) Connection to Beam Web:(neglecting eccentricity)
2.) Connection to Column Flange (with eccentricity)
3.) Framing Angles thickness:
4.) End & Edge Distances
5.) Minimum Bolt Spacing
6.) Framing Angles Length
7.) Weld:
8.) Geometry Check:
Framing Angle does not exceed beam depth
Weld Length does not exceed frame angle length!
Calculation Reference
Steel Design
Structural Steel
AISC
Calculation Preview
Uploaded
14 Jul 2013
Submitted By:
Last Modified
18 Jul 2013
File Size:
508.00 Kb
Downloads:
345
File Version:
1.0
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This is in metrics also.
I need in English system Kips and Feet
John:
do you have single shear plate design bolted connection in English system (kips and ft. System)