Advanced Geometrie
Overhanging Calculatrice de fleche de poutre
Solve poutre fleche pour a member avec interior appuis et overhanging ends using editable appui locations et charge entrees.
Use meters pour geometry, kN pour point charge, kN/m pour distributed charge, GPa pour E, et cm^4 pour I.
Calculation Entrees
Poutre Diagram
Calculation Basis
Assumptions & Limits
- The model represents 2D bending response only et does not include torsion.
- Appuis are idealized as analytical boundary conditions.
- Construction stages, nonlinearity, et settlement effects need a more detailed model.
Reference Basis
- Documentation: Advanced poutre methodologie
- Documentation : revue technique
- Matrix rigidite method references
- Elastic poutre theory references pour validation checks
Effort tranchant Force Diagram
Bending Moment Diagram
Resume de la reponse
| Left support | V = 7.26 kN |
| Right support | V = 18.24 kN |
Calculation Method
Beam model
Forme generale
K d = F
Modele actuel
Supports: Left support @ 1.20 m, Right support @ 5.60 m. E = 210.0 GPa, I = 7,000 cm^4.
Resultat
Beam with interior supports and overhang segments
Load setup
Forme generale
F = F_point + F_distributed
Modele actuel
P = 8.00 kN @ 6.20 m. w: 2.50 to 2.50 kN/m over 0.00-7.00 m.
Resultat
Max deflection = 0.49 mm
Internal response
Forme generale
M(x) = E I y''(x), V(x) = dM/dx
Modele actuel
Max |M| = 7.23 kN*m, max |V| = 11.25 kN.
Resultat
Reactions solved at 2 support locations
Hypotheses du modele
- The poutre has two interior simple appuis et gratuit overhang segments.
- The actuel setup combines one point charge avec an optional full-portee uniform charge.
- Elastic Euler-Bernoulli poutre behavior is assumed.
Outils associes
- Use this page when standard one-portee calculators no longer fit because the poutre extends beyond one or both appui lines.
- Appui positions are editable, so users can test different overhang lengths without leaving the page.
- If the real structure includes partial restraint, continuous framing, or nonlinear appui behavior, this remains a preliminaire poutre model.