STIFFNESS ANALYSIS - ACCOUNTING SELF WEIGHT
STIFFNESS ANALYSIS - ACCOUNTING SELF WEIGHT
(OP)
hi, i am writing a code in fortran for static analysis of portal frames. the intention is to put some point loads on the structure and analyse it to get the reactions/displacements. could some one explain how to consider the self weight of structure in the analysis.
thanks,
RKR
thanks,
RKR






RE: STIFFNESS ANALYSIS - ACCOUNTING SELF WEIGHT
RE: STIFFNESS ANALYSIS - ACCOUNTING SELF WEIGHT
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: STIFFNESS ANALYSIS - ACCOUNTING SELF WEIGHT