Frame Analysis
Stiffness-method solver: continuous beams, 2D multi-storey frames, 3D space frames
E (GPa)
Continuous beam
Max sagging 40.0 kNm · max hogging -50.0 kNm
Support reactions
| Support 1 | 40.0 kN | |
| Support 2 | 110.0 kN | |
| Support 3 | 110.0 kN | |
| Support 4 | 40.0 kN |
Scope: linear elastic first-order analysis, prismatic Euler–Bernoulli members, no shear deformation, no P-Δ, rigid joints. Reaction sign: positive = acting upward / in +axis direction on the structure. Results are an aid only and must be verified by a qualified, licensed engineer before use. National Annex presets are recommended values and must be checked against the official documents.