Base Plate analysis
(5/9)
Description
BASE PLATE ANALYSIS
1A, 2A, 3A, 4A = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
1B, 2B, 3B, 4B = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
1C, 2C, 3C, 4C = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
1D, 2D, 3D, 4D = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
4 = Uniaxial Bending + Tension or Compression, 4 concrete anchors
5 = Compression Only
6 = Tension Only
1A THRU 3D - Biaxial Bending Plus Tension or Compression
1A - Biaxial Bending Plus Tension or Compression
2A - Biaxial Bending Plus Tension or Compression
3A - Biaxial Bending Plus Tension or Compression
4A - Biaxial Bending Plus Tension or Compression
1B - Biaxial Bending Plus Tension or Compression
2B - Biaxial Bending Plus Tension or Compression
3B - Biaxial Bending Plus Tension or Compression
4B - Biaxial Bending Plus Tension or Compression
1C - Biaxial Bending Plus Tension or Compression
2C - Biaxial Bending Plus Tension or Compression
3C - Biaxial Bending Plus Tension or Compression
4C - Biaxial Bending Plus Tension or Compression
1D - Biaxial Bending Plus Tension or Compression
2D - Biaxial Bending Plus Tension or Compression
3D - Biaxial Bending Plus Tension or Compression
4D - Biaxial Bending Plus Tension or Compression
1A THRU 4D - Biaxial Bending Plus Tension or Compression
1A THRU 4D - Biaxial Bending Plus Tension or Compression
1A THRU 4D - Biaxial Bending Plus Tension or Compression
4 - Uniaxial Bending Plus Tension or Compression
5 - Compression Only
6 - Tension Only
4 thru 6 - Uniaxial Bending, Compression, Tension
Calculation Reference
Structural Steel
Steel Designers Manual
Base Plate Analysis
Calculation Preview
(5/9)
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I would like to adapt this spreadsheet to AISC360-05. Namely use the correct phi = 0.9 for lrfd and use the plastic section modulus vs. the elastic section modulus that is used in this spreadsheet. What is shown in the spreadsheet is correct for AISC 9th ed but I would like to update for the current code could you unprotect password?
Thanks
