Simply Supported Beam — UDL
Inputs
m
N/m
Result
135000.0N
202500.0N·m
Reaction each end · M_max
R = wL/2; M_max = wL²/8
M_max = 45000 × 6.00² / 8 = 202500.0 N·m
- Reaction each support: 135000.0 N
- Max shear: 135000.0 N
- Max bending moment M_max: 202500.0 N·m at midspan (x=3.00 m)
Kernel 0.1.0 · Profile beam-udl v0.1.0