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Prequalified 8 bolt stiffened end plate moment connection
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The worksheet designs a prequalified 8 bolt stiffened end plate moment connection based on the requirements of AISC 358-10 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, including Supplement No. 1 and Supplement No. 2.

Calculation Reference
AISC 358-10
Structural Steel
Bolted Connections

Submitted By:
Greg Shea (gfs_se)
Submitted On:
19 May 2015
File Size:
403.84 Kb
File Version:
File Author:
Greg Shea
Total Votes:2
Comments: 3
JohnDoyle[Admin] 1 year ago
I have not used or checked this calculation in detail but I see that it uses the XLC addin to renders mathematical equations from excel cell formula. So checking the rendered equations against those in the standard provides a very useful check in itself.
jobermeyer 1 year ago
Hello All,

I was wondering if someone has tested this spreadsheet?

Maybe you can share your opinion.

JohnDoyle[Admin] 4 years ago
I have awarded a free 6 month Extension to your XLC Pro subscription by way of thanks. I did notice that the formula in cell D219 refers to cell AE211 which is empty and has no XLC name. Thus the formulas show #CellAE211 not named #.

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