jeffhed
Structural
- Mar 23, 2007
- 286
AELLC,
Back to my last question, what do you use for the I of a multispan girder truss in your spreadsheet for those reactions? I guess you could use 1 and determine a ratio for each reaction? I like your idea of one workbook for the entire structure, currently we use our lateral spreadsheet to design the wood studs, diaphragms, shear walls, and holdowns. We use a second spreadsheet for beams, a separate one for columns, and foundation spreadsheets for both continuous footings and spot footings. Sharing pdfs are fine, sharing spreadsheets is never a good idea, and I wouldn't ask for them. I feel we can all benefit from seeing how others do things, many times someone else has a better idea. That is what prompted my post in the first place, wanting to see what others think about residential design, collectors, diaphragms, etc.
Back to my last question, what do you use for the I of a multispan girder truss in your spreadsheet for those reactions? I guess you could use 1 and determine a ratio for each reaction? I like your idea of one workbook for the entire structure, currently we use our lateral spreadsheet to design the wood studs, diaphragms, shear walls, and holdowns. We use a second spreadsheet for beams, a separate one for columns, and foundation spreadsheets for both continuous footings and spot footings. Sharing pdfs are fine, sharing spreadsheets is never a good idea, and I wouldn't ask for them. I feel we can all benefit from seeing how others do things, many times someone else has a better idea. That is what prompted my post in the first place, wanting to see what others think about residential design, collectors, diaphragms, etc.
