hello. your welcome.
in seismic analysis, generally applied load is 100% dead load and contribution of live load.
good luck.
Search found 3 matches
- Fri Jul 04, 2014 3:23 am
- Forum: OpenSees.exe Users
- Topic: Wg in ShallowFoundationGen
- Replies: 12
- Views: 10032
- Thu Jul 03, 2014 10:35 am
- Forum: OpenSees.exe Users
- Topic: program does not converge
- Replies: 1
- Views: 1971
Re: program does not converge
hello.
this problem has also occurred for me; but i think this don't basic problem and proposed that run the program with smaller interval.
Good luck
this problem has also occurred for me; but i think this don't basic problem and proposed that run the program with smaller interval.
Good luck
- Thu Jul 03, 2014 8:00 am
- Forum: OpenSees.exe Users
- Topic: Wg in ShallowFoundationGen
- Replies: 12
- Views: 10032
Re: Wg in ShallowFoundationGen
hello
Wg is the "weight on the foundation from the structure", which come from weights above footing that you modeling it's foundation. it's weight unit is according it's primary units.
Good luck
Wg is the "weight on the foundation from the structure", which come from weights above footing that you modeling it's foundation. it's weight unit is according it's primary units.
Good luck