Simple Shear Connection Design AISC
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
8.) Geometry Check:
Framing Angle does not exceed beam depth
Weld Length does not exceed frame angle length!
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