hello guys
here i do buckling analysis but i get only buckling100MCONCTOWER(bucklinganalysis).STD factor. so how can I get my buckling load. here I ll attach my staad file plz give detail explanation,
There are some wikis in the below link. Please go through them. Hope that will help you.
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/24121/staad-pro-buckling-analysis
HELLO MR.ABISHEK alteast send some std sample file to check
A file is there in the same link.
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/28093/interpretation-of-buckling-analysis-in-staad-pro
hello abhisek can u check this model actually my doubt was i got my lumped mass on top of structure 250 t and I divide into 6 segment applied as nodal load, and my doubt is should i need divide into 18 because my segment was divided into 18. can i go with 250/18 or 250/6 . and for buckling should i need to apply my wind load or any other load also ..
2 doubt is ITERATION BUCKLING FACTOR UPPER BOUND LOWER BOUND 0 1.00000000E+00 0.00000000E+00 0.00000000E+00 1 2.00000000E+00 1.01000000E+10 1.00000000E+00 2 4.00000000E+00 1.01000000E+10 2.00000000E+00 3 8.00000000E+00 1.01000000E+10 4.00000000E+00 4 1.60000000E+01 1.01000000E+10 8.00000000E+00 5 3.20000000E+01 1.01000000E+10 1.60000000E+01 6 6.40000000E+01 1.01000000E+10 3.20000000E+01
what can i conclude with this lambda < 1 or lambda >1 or lambda = 0 plz explain me
i have attach latest model 6403.100MCONCTOWER(bucklinganalysis).STD
can u plz reply me doubt which i mentioned below