Neigh,
I'm running basically a line girder problem in 2D. I've used MOVING LOAD GENERATOR to create 1000+ load combinations - 1 ft increments across my 1000ft bridge. I can't figure out how to use envelope values in any meaningful way, including in user-defined load combinations. Is this...
Thanks Seth,
Part of the problem was I just see colors for the local axes labels, not "X Y X". But I found the answer to my question in the help contents:
1.7.1 Prismatic Properties
The following prismatic properties are required for analysis:
AX = Cross sectional area
IX = Torsional...
Hello,
Just wondering why there is "Ax Ay Az"...can a beam have a cross sectional area in more than one direction?
Same question for "Iz Ix Iy"....I would expect Ix Iy and J for torsion.
Also, STAAD doesn't seem to complain if you enter an area that is not compatible with rectangular...
