Roof Purlin Design
Description
This spreadsheet is to be used to check the adequacy of roof purlins for a specified combination of loads. The designis based on the maximum yeild strength (Mn = FySx) as stated in the AISC Manual 13th Ed. This spread sheet can only be used for load combinations with two variables. In most cases the worst case scenario is 0.6DL+W, so this should be adequate. Only the values in the highlighted cells need to be changed.
Calculation Reference
Roof Design
Structural Steel
Cold Form Sections
Calculation Preview
Uploaded
09 May 2012
Submitted By:
Last Modified
10 May 2012
File Size:
1,225.16 Kb
Downloads:
399
File Version:
1.0
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My aim is to develop spreadsheets that only need to have the input changed and then printed out.