| Support ID | Node ID | Support type | FX [N] | FY [N] | M [N.m] | Ux [mm] | Uy [mm] | θ [mrad] |
|---|
| Beam ID | N [N] - Min | N [N] - Max | V [N] - Min | V [N] - Max | M [N.m] - Min | M [N.m] - Max | σ(N) [MPa] - Min | σ(N) [MPa] - Max | σ(M) [MPa] - Min | σ(M) [MPa] - Max | Ux [mm] - Min | Ux [mm] - Max | Uy [mm] - Min | Uy [mm] - Max | U [mm] - Min | U [mm] - Max | θ [mrad] - Min | θ [mrad] - Max |
|---|
| Beam ID.subID | N [N] - Start | N [N] - End | V [N] - Start | V [N] - End | M [N.m] - Start | M [N.m] - End | σ(N) [MPa] - Start | σ(N) [MPa] - End | σ(M) [MPa] - Start | σ(M) [MPa] - End | Ux [mm] - Start | Ux [mm] - End | Uy [mm] - Start | Uy [mm] - End | U [mm] - Start | U [mm] - End | θ [mrad] - Start | θ [mrad] - End |
|---|
Please note that if you use a Timoshenko beam model, the Poisson's ratio will be used to calculate the shear modulus. If you leave it empty, a default value of 0.3 will be used.
If you leave the density empty, a default value of 0 will be used.
Yield strength and tensile strength aren't use yet in the calculations.
Select a section to see the preview
| Coef | Load case |
|---|