Have calculation deflection at x for a Partial UDL from first principles.
I own many text books for analysis and design but every book omits these formulas but gives deflection calculations for every other load case.
Does anyone have any thoughts why ?
In reply to mudflaps, I do appreciate...
Thank you for a swift response.
http://www.awc.org/pdf/DA6-BeamFormulas.pdf
I have attached a link to a document I came across for formulas.
The deflection calculations I require are associated to Fig 2 from the pdf.
Hi There,
I hope there is someone out there that can help me.
I am producing a timber beam / joist design spreadsheet and have very nearly completed it but I need a bit of help.
I can't seem to find a deflection formula for partial UDL's for a simply supported beam.
I need it to work out...