CIRCBASE.xls

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Description


"CIRCBASE" --- STEEL COLUMN CIRCULAR BASE PLATE ANALYSIS

Program Description:

"CIRCBASE" is a spreadsheet program written in MS-Excel for the purpose of analysis of steel column base plates.  Specifically, pipe columns base plates may be subjected to axial loads (compression only), with or without column bending, plus shear.  Base plate bearing pressure is checked as well as bolt tension, if applicable.  If shear is present, bolt shear as well as interaction of bolt tension and shear, if applicable, are calculated.  Finally, a propoesed base plate thickness is is checked.

This program is a workbook consisting of two (2) worksheets, described as follows:

Doc - This documentation sheet
Complete method - Circular base plate analysis


Program Assumptions and Limitations:

1.   This program follows the procedures and guidelines of "Design of Monopole Bases", by Daniel Horn, P.E.

2.   This program follows the procedures and guidelines of the AISC 9th Edition Allowable Stress (ASD) Manual (2nd Revision, 1995) for round hollow structural tube & column base plates subjected to flexure.

3.   For steel interaction of anchor bolt tension and shear, this program follows:
      Appendix D of ACI 318-02, "Building Code Requirements For Structural Concrete"

4. For concrete bearing, this program follows:
      Section 10.17 of ACI 318-02, "Building Code Requirements For Structural Concrete"

5.   User has option to take out some of the total shear though friction between column base and grout based on column dead load and coefficient of friction, thus reducing amount of shear to be taken by anchor bolts.

6.   Additional assumptions used in this program are as follows:
          a.  The column is centered on a circular base plate in both directions.
          b.  The column & base plate are centered on a round pedestal in both directions.
          b.  Axial column load, 'P' > 0  for the case with moment.

7.  This program contains numerous “comment boxes” which contain a wide variety of information including explanations of input or output items, equations used, data tables, etc.  (Note:  presence of a “comment box” is denoted by a “red triangle” in the upper right-hand corner of a cell.  Merely move the mouse pointer to the desired cell to view the contents of that particular "comment box".)

8.  For the addition of gusset plates to the baseplate, this program derives the baseplate moments from "Theory of Plates and Shells", by S. Tomonshenko. (1st Edition, 1940)
          a.  Table 26 - Deflection & Bending Moments for a Uniformly Loaded Plate with Two Opposite Edges
               Simply Supported, the Third Edge Free and the Fourth is Built In (Page 218)

Calculation Reference

AISC 9th Edition Allowable Stress (ASD) Manual

ACI 318-02 Building Code Requirements For Structural Concrete

Calculation Preview

29 Oct 2009
File Size: 214.50 Kb
Downloads: 538
File Version: 1.0
File Rating (4/69)

 
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Comments: 9
rbgaines 6 years ago
Thanks very much to Mr. Doyle for getting me up and running with ExcelCalcs. . I greatly appreciate it!
This spreadsheet for a circular baseplate calculation is very helpful to me regarding a project I'm 'under the gun' for at present. If anyone has time to answer one clarification, I would appreciate it:
My past experience has been with calculating embedded light pole foundations (caisson type pier footings). The iterative process is similar to that employed with embedded foundations to determine the requisite footing depth below grade.
My question regarding the circular baseplate program is trying to determine if/where the program determines the requisite concrete thickness and minimum bolt embedment. Could someone clarify that for me? I'm wondering if qcalc is related to this?
I've been reading through the references provided, trying to tune-in on that area, but haven't had a lot of luck so far.
Thanks.
johndoyle-admin 12 years ago
There is a clear warning that the maximum number of bolts is 24. However cou could modify the calculation. The worksheet is protected but no password is required to unprotect it. Then you can unhide columns J:AM to reaveal a 24 bolt calculation table in AB9:AI33. I am not so familiar with the details of the calculation but this seems to be a reasonable way forward for you.
design.mukesh 12 years ago
dear sir , i want to increase no. of bolts more than 24 , its 30. is it ok to change this.
johndoyle-admin 12 years ago
I have just changed the number of bolts in cell D35 from 6 to 10 and watched as the Safety Ratios (SR) increase.
design.mukesh 12 years ago
hi , i want to increase no. of bolts how its possible or what effect of it on calculation.
mukesh
mdmichiels 15 years ago
mdmichiels 15 years ago
Thanks for the comment! The spreadsheet is looking at the compression bending stress of the baseplate that is occurring between the anchor bolts. This is assuming the number of gussets (if any are present) does not outnumber the anchor bolts. A quick internet search should reveal the source document, free for download. Hopefully this answers your question.
mdmichiels 15 years ago
Hi mdmichiels - I have just noticed a new comment on the download page. Is this some thing you can address?
mdmichiels 15 years ago
Very good calculation (a disciple of Alex Tomanavich I think). Please accept a free XLC Pro (12M) subscription with our gratitude.
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