Comments

• I have found one way that could work so far. The initial slip of the connection is known. Lets say it´s 0,5 mm. I can add a temperature load to each beam member equal to this amount of displacement. However, this demands I first establish which memb…

  in Bolted connections (with initial slip) Comment by Husesset November 5
• Thank you John! I did check that out earlier, however, my computer skills are insufficient at present . I could probably learn though, if I could get a more step - by step explanation on how it can be done. Best Regards

  in A Case for Load Cases / Folders Comment by Husesset November 4
• Like others have done before me, I would point out the need for some way of managing multiple load cases / configurations in a less laborious manner than currently. You can have up around 15-20 load cases that needs to be analysed for a building or…

  in A Case for Load Cases / Folders Comment by Husesset November 1