In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc). In the second step, the members (on which loads will be applied) have to be selected. This rule is the first one of the three-step import procedure. All other beams are defined in a different way. Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied.
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