Simple Shear Connection Design AISC
(5/6)
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
(5/6)
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Comments: 6
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johndoyle-admin
7 years ago
Please see our FAQ "[Trouble with Units?](/support/faqs/trouble-with-units/)"
7 years ago
AISC360-16 LRFD Check of Single Plate Shear connection
This is in metrics also.
I need in English system Kips and Feet
This is in metrics also.
I need in English system Kips and Feet
7 years ago
Try this one [AISC360-16 LRFD Check of Single Plate Shear connection](/404/)
7 years ago
John:
do you have single shear plate design bolted connection in English system (kips and ft. System)
do you have single shear plate design bolted connection in English system (kips and ft. System)
11 years ago
I have extended your XLC Pro subscription by 3 months by way of thanks.
11 years ago
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