Data in 2 tables written by RM Bridge
Please answer !
According to some training examples of RM, they take data in PT-sum load case, so they have just ignored the values of Elastic Shortening during creating combinations?
This is a combination in a RM example
Need an explaination
I Need an answer for question 1
In the case of tendons that are not yet grouted they should be influenced by subsequent tendons; so, it might be the case that at the Recalculation Pad in theExtended Settings options Special Settings option "Include el. comp. losses for ungrouted" should be selected.
You can find a good explanation, documentation and example of Elastic Shortening at File/Examples/DEMO Examples & FAQ/ Concrete Structures - Prestressing - Elastic Shortening.