Attached is an example of a girder with tension and compression shown on the webs but not the end reactions. So the question is...what is the strength capacity of this girder in PLF?https://files.engineering.com/getfile.aspx?folder=f08ac55c-82f3-4ea6-aaa4-a5d901f605b0&file=TrussGirder.jpg
Does anyone out there know how to use just the tension and compression loads to find the total capacity of the girder in PLF? Or to convert to equal point loads?
See the attached sketch.
According to the attached drawing the reaction is 99 kip - correct? So, that would work out to 2,148 PLF...
