Table 1 The summary of loading conditions for beam structure
Load and constraints | Case 1 | Case 2 | Case 3 | Case 4 | ||||
---|---|---|---|---|---|---|---|---|
x/l = 0 | x/l = 1 | x/l = 0 | x/l = 1 | x/l = 0 | x/l = 1 | x/l = 0 | x/l = 1 | |
ω | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 |
θ | / | / | 0 | 0 | 0 | 0 | 0 | 1 |
q | −1 | −1 | 0 | 0 |