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Simple Shear Connection Design AISC
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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

Submitted By:
Ryan Darwin (ryandarwin)
Submitted On:
18 Jul 2013
File Size:
508.00 Kb
File Version:
File Author:
Ryan Darwin
Total Votes:0
Comments: 6
JohnDoyle[Admin] 1 year ago
Please see our FAQ "[url=/frequently-asked-questions/excelcalcs-faqs/trouble-with-units?/]Trouble with Units?[/url]"
ssingh 1 year ago
AISC360-16 LRFD Check of Single Plate Shear connection

This is in metrics also.
I need in English system Kips and Feet
JohnDoyle[Admin] 1 year ago
Try this one [url=/repository/strength/civil-engineering/aisc360%1116-lrfd-check-of-single-plate-shear-connection/]AISC360-16 LRFD Check of Single Plate Shear connection[/url]
ssingh 1 year ago

do you have single shear plate design bolted connection in English system (kips and ft. System)
JohnDoyle[Admin] 6 years ago
I have extended your XLC Pro subscription by 3 months by way of thanks.
ryandarwin 6 years ago

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