is there any one who can help me in staad-iii.
i have created a tank having 30 mt. height.
the difficulties encountered in solving torsion.
is anyone there than plz mail me on dharambhagat@yahoo.com so that i can send u the input file and my problem in brief.
b'se it is very difficult to descibe...
hello evryone.
i am ME(structre) stdent doing my project work on FE analysis of overhead tank using STAAD.
i am using this software at my college.
CAN ANYBODY HELP ME IN CONTROLING OUTPUT USING SCRIPT LANGUAGE.
NOBODY IN OUR COLLEGE KNOW ABOUT IT.
IS THERE POSSIBLE TO DEFINE CIRCULAR SLAB IN STAAD.
