I'm trying to run an A-frame design load test frame for our container and reeler units that we make.
The frame dimensions are based on the width and length of our containers and the height by our type 5 reeler so they are pretty fixed at what they are going to be. The max Proof load it will need tested to is 55,000KG'S hung from the center of the top beam.
I seem to having some issues with the model running and was wondering if anyone could take a look at it.
Any input would be much appreciated.