I'm modeling a concrete two-way slab structure including multiple permanent "movement joints" with Ram SS. In my model, movement joints are mostly located at the middle of spans and if I develop completely separated edges at each side of the joint,…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

Hi all, this post is almost entirely directed at the Bentley folks, because I want to make sure that RAM SS has been updated to take into account the cracked section factor on slabs as I would assume. From previous emails with Bentley I was informed that…