Structure type:
plate membrane
shell
Please set the planar dimensions (m):

Materials:(Unit:KN,mm)
thickness:
Elastic:     
Shear modulus:
Poisson's ratio: 

Support:
Type: Cons Pcons
Node ID:        start node:       
end node:          Support type fix hinge
direction: u v w          
Loads (KN/m2) (KN)
Magnitude:
type:     loads pload
Position:        start node:       
end node:          direction:   u v             direction:   u v w            

Ctax Ctay Gmaxy Ctax Ctay Gmaxy Gmaxz Gmayz (N/mm2)
To ensure the geometric stability of the system and prevent abnormal calculation results, supports must be properly designed. Note that self-weight is not accounted for in this context. Additionally, shell structures cannot replace plates and membranes; they must be designed to withstand both vertical and horizontal loads.