Slope roof area tributory load distribution
Slope roof area tributory load distribution
(OP)
I am unable to model slope area slab by ETABS.
I have a beam slab system, and if i make it membrane with meshing, it gives a lot of warning messages. If i make it shell, it acts like a flat plate and laod being transferred to joints. What is the possible way to model it.
Image attached for reference.
I have a beam slab system, and if i make it membrane with meshing, it gives a lot of warning messages. If i make it shell, it acts like a flat plate and laod being transferred to joints. What is the possible way to model it.
Image attached for reference.





RE: Slope roof area tributory load distribution
Any way try this, if you want to model this as a membrane then dont use automesh for this area.
Hope it will help.
Zeeshan
RE: Slope roof area tributory load distribution
Question for you, can u see tributory loading to elements in slope once you assign membrane on slope members.