Hi Bentley,
I have two questions.
1) It is a concrete building. I want to transfer the diaphragm load to the exterior wall through the truss.
There is no diaphragm on the truss area. I have no idea how to transfer the load to the exterior wall. I made the truss as a lateral member. Does the truss consider to transfer load?
Is there another good way?
2) I have a wall with a slop elevation. Is there any structural issue to analyze for this wall?
if I make a wall with different elevation like step, I cannot draw the foundation.
I got a warning message from the ram frame. How can I solve this warning? Please let me know, Thanks,
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