Derick, can you elaborate on your question? If you are talking about applying enforced displacement while also applying a point load, this can be done by using the same SID on the SPCD entry as is used in the LOAD call out in the Case Control.
Derick, can you elaborate on your question? If you are talking about applying enforced displacement while also applying a point load, this can be done by using the same SID on the SPCD entry as is used in the LOAD call out in the Case Control.
