dear sir,
can i perform buckling analysis in a 3d roof truss system under udl loading ? i get the message *Warning THE LOADS IN CASE 10 ARE IN THE OPPOSITE DIRECTION TO THE LOADS THAT WILL CAUSE BUCKLING.
please help.
can i perform buckling analysis in a 3d roof truss system under udl loading ? i get the message *Warning THE LOADS IN CASE 10 ARE IN THE OPPOSITE DIRECTION TO THE LOADS THAT WILL CAUSE BUCKLING.
please help.