Simple Shear Connection Design AISC
 

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Description:
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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
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Structural Steel
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AISC
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Submitted On:
18 Jul 2013
Submitted By:
ryandarwin
File Date:
14 Jul 2013
File Author:
Ryan Darwin
File Version:
1.0
File Size:
508.00 Kb
File Type:
xls
Downloads:
272
Rating:
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Comments  

 
#6 JohnDoyle[Admin] 2018-02-09 07:35
Please see our FAQ "Trouble with Units?"
 
 
#5 ssingh 2018-02-08 20:31
AISC360-16 LRFD Check of Single Plate Shear connection

This is in metrics also.
I need in English system Kips and Feet
 
 
#4 JohnDoyle[Admin] 2018-02-08 13:45
 
 
#3 ssingh 2018-02-08 13:23
Quoting JohnDoyle:
I have extended your XLC Pro subscription by 3 months by way of thanks.

John:
do you have single shear plate design bolted connection in English system (kips and ft. System)
 
 
#2 JohnDoyle 2013-07-18 08:42
I have extended your XLC Pro subscription by 3 months by way of thanks.
 

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