cbat
Structural
- Aug 20, 2012
- 6
I'm trying simulate 6 forces of equal magnitude impacting a row of consectuve beams, each 1 second apart (ie like a truck impacting cross beams along the length of a bridge). I am restricted to using Strand 7, is it possible to individually delay each force in a dynamic analysis? Or is there a similar work around?
Appreciate any info, thanks!
Cam
Appreciate any info, thanks!
Cam