Prequalified 8 bolt stiffened end plate moment connection
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Description
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
Calculation Preview
(4/3)
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Comments: 3
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![avatar johndoyle[admin]](/media/com_osmembership/avatars/62_56e81868b9b33.png){kind=small}
johndoyle[admin]
6 years 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.
6 years ago
Hello All,
I was wondering if someone has tested this spreadsheet?
Maybe you can share your opinion.
Thanks.
I was wondering if someone has tested this spreadsheet?
Maybe you can share your opinion.
Thanks.
9 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 #.
