Hello , Could any one illustrates how can i define the pressure induced due to the concrete inside the circular column mould .
Hi,
perhaps a volume load VOLU is what you need(?).
See for example “silo_1.dat” in Teddy.
Best regrads,
Jost
Hello , Could any one illustrates how can i define the pressure induced due to the concrete inside the circular column mould .
Hi,
perhaps a volume load VOLU is what you need(?).
See for example “silo_1.dat” in Teddy.
Best regrads,
Jost