Hello
Quick questions. Does anyone know what code Australian Cold formed members in STAADPRO are meant to be used with? Why would they include australian cold formed members in the program with no code to check it with?
Hello everyone.
Is there anyone that can give me a recommendation on the best real world connection to attach the end of a cold formed section (that is made of C section) to the side of a I beam as shown here:
I need to ensure that I get pin action at the joint. If I were to just rest the...
thread750-298912
When I try adding a section to the section database table as described here:
[indent][/indent"You may add your section to the STAAD AISI section database, so that your section becomes a permanent part of the database. This can be done using the following method.
From the...
Thanks Daymanfighter.
Actually I have further slabs above the wall in question. So slab on wall, wall on beam. What property modifiers would model this wall so with so that it transfers the slab load through it but doesn't act as a beam. Do you follow me?
Does anyone know how to correctly model a brick wall as to have no in plane flexural stiffness? In my model I am finding the wall itself is taking the load applied to to the top of it and transferring it to the nodes to the right and left of the wall (essentially acting as a deep concrete...
Hi Odysseusky did you find out a good way to model the load bearing brick wall on the concrete slab? My situation is very similar but I have a beam and slab under my brick wall and a slab on top. I only want the load to transfer through the wall without flexural strength.
