asixth
Structural
- Feb 27, 2008
- 1,333
Hi guys,
I ran into trouble today when I attempted to model a bridge deck. Firstly, I wanted to generate a moving load for the traffic conditions that were set out in the specification, this worked, but it generated a large amount of static load cases that I thought was totally unreasonable for the design. Particularly when I need to consider different traffic loading, multiple lanes and combinations of lane loading.
Secondly, my CPU ran out of memory when attempting to invert the stiffness matrix, 2Gb.
Does anyone else run into these problems in their daily accounts?
I ran into trouble today when I attempted to model a bridge deck. Firstly, I wanted to generate a moving load for the traffic conditions that were set out in the specification, this worked, but it generated a large amount of static load cases that I thought was totally unreasonable for the design. Particularly when I need to consider different traffic loading, multiple lanes and combinations of lane loading.
Secondly, my CPU ran out of memory when attempting to invert the stiffness matrix, 2Gb.
Does anyone else run into these problems in their daily accounts?