CLIPCONN.xls
 
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Description:

"CLIPCONN.xls" is a MS-Excel spreadsheet program for analysis of beam end connections using double-clip angles per AISC 9th Edition (ASD). Clip angles may be either welded or bolted to beam. The outstanding legs are assumed to be bolted, and may be connected to either a column flange, column web, or girder web. Beams may be subjected shear and/or axial load (assumed tension). All potential limit state failure modes are investigated for capacity and compared to the loads. Beam flange copes, either top or top and bottom are also addressed if applicable. There is an additional worksheet to compute uncoped beam shear capacities for connections using either welded or bolted clip angles.

All the worksheets are independent and self contained, so that you can move them from one workbook to another. All the worksheets are protected, but not with a password.

Please read the "DOC" worksheet for program details as well as assumptions and limitations.

Calculation Reference
AISC
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Submitted On:

18 Sep 2009

Submitted By:

ATomanovich

File Date:

18 Sep 2009

File Author:

Alex Tomanovich

File Version:

v2.1

File Size:

1,566.00 Kb

File Type:

xls

Downloads:

431

Rating:

Total Votes:4

Comments  

 

#3 MSH 2008-09-09 16:12

After I used, benefited, and enjoyed your spreadsheets, finally I found the time to say, "Thank you".

 

 

#2 ranmoo 2008-08-29 11:05

Alex

Does the CLIPCONN spreadsheet account for axial transfer forces; in other words, would a beam connected to a column web with a relitivly large tension axial force account for hte prying action? Thank you. Really like all of your spreadsheets

 

 

#1 gramparight 2008-04-16 14:41

How does the 6 per day download work? I have downloaded none today and still get this no more downloads today message.

 

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