How to model opening in rcc wall of water tank
I am modeling a digester with a opening in the wall
In the model plates near the opening (plate no: 8632,3026 and other plates around opening ) have abnormal Mx moments along the local x axis of the plate and also there directions are reversed is it…
Why is the Plate and beam moment sign does not change with pressure load direction?
Good Day,
I am just new to Staad Pro so Kindly explain to me in very preliminary way,
This is simple Slab of 350mm thickness Supported by beam of 350x350mm on four sides supported by pinned supports an uniform pressure load of 100kN/m2 is applied…