tonycampos88
Structural
DOES ANYONE KNOW WHY THE FOLLOWING ERROR KEEPS SHOWING UP EVERY TIME I START A NEW MODEL:
"Can't resolve loads because there are no diaphragm edges"
THE ERROR WON'T GO AWAY UNTIL I PUT IN SOME BEAMS AND COLUMNS TO BE ABLE TO CREATE A DIAPHRAGM EDGE. HOW DO I GET RID OF IT?
"Can't resolve loads because there are no diaphragm edges"
THE ERROR WON'T GO AWAY UNTIL I PUT IN SOME BEAMS AND COLUMNS TO BE ABLE TO CREATE A DIAPHRAGM EDGE. HOW DO I GET RID OF IT?