Dear Colleagues,
I suggest to make it simple way.
Make an assumption Simple beam modelizations :
(width=1000 mm , Section Depth wall = thickness of wall and Height = Depth of Walll)
or Use Table for calculate the My (Vertical reinf), Mx (Horisontal Reinf), and Shear Forces for that model.
Check Conditon Full and Empty.
That's it.
As an Engineer, we must think simple way to answer the complex problem..
regards,
robertsasmita
I suggest to make it simple way.
Make an assumption Simple beam modelizations :
(width=1000 mm , Section Depth wall = thickness of wall and Height = Depth of Walll)
or Use Table for calculate the My (Vertical reinf), Mx (Horisontal Reinf), and Shear Forces for that model.
Check Conditon Full and Empty.
That's it.
As an Engineer, we must think simple way to answer the complex problem..
regards,
robertsasmita