- 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
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Forum Link
Comment upon or discuss this document in the Forum
- Submitted On:
-
29 Jan 2008
- Submitted By:
-
Alex Tomanovich (ATomanovich)
- File Date:
-
10 Jul 2007
- File Author:
-
Alex Tomanovich
- File Version:
-
v2.0
- File Size:
-
1,522.50Kb
- File Type:
-
xls
- Downloads:
-
282
- Rating:
-
 Total Votes:3
- Comments:
- Daniel Beyke 2008-04-16 14:41:58 How does the 6 per day download work? I have downloaded none today and still get this no more downloads today message.
- Randall Moore 2008-08-29 11:05:21 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
- Maltin 2008-09-09 16:12:48 After I used, benefited, and enjoyed your spreadsheets, finally I found the time to say, "Thank you".
|