Live Controls
Point Load (P):
40.00 kN
N
Beam Span (L):
10.00 m
meters
Load Position (a):
5.00 m
From Left Support
✅
Deflection Normal
Within code limit L/360.
Max Deflection (δ)
0.00 mm
L/---
End Moment (M_A)
-0.00 kNm
M_B: -0.00
Span Moment (M_max)
+0.00 kNm
Sagging at Load
Reaction (R_A)
0.00 kN
R_B: 0.00 kN
Hover beam to inspect x, δ, V, M
📐 Fixed-Fixed Analytical Formulas ▼
End Moments:
M_A = -P·a·b² / L²
M_B = -P·a²·b / L²
(Center: -PL/8)
M_A = -P·a·b² / L²
M_B = -P·a²·b / L²
(Center: -PL/8)
Support Reactions:
R_A = P·b²·(3a+b) / L³
R_B = P·a²·(a+3b) / L³
(Center: P/2)
R_A = P·b²·(3a+b) / L³
R_B = P·a²·(a+3b) / L³
(Center: P/2)
Central Deflection:
δ_max = P·L³ / (192·E·I)
4× stiffer than simply-supported!
δ_max = P·L³ / (192·E·I)
4× stiffer than simply-supported!