Simply Supported Beam — Point Load
Inputs
m
N
m
Result
8000.0N
4000.0N
16000.0N·m
R_A · R_B · M_max
R_A = P·b/L; R_B = P·a/L; M_max = R_A·a
R_A = 12000 × 4.00 / 6.00 = 8000.0 N
- Reaction R_A (left): 8000.0 N
- Reaction R_B (right): 4000.0 N
- Max bending moment M_max: 16000.0 N·m at x=2.00 m
Kernel 0.1.0 · Profile beam-point-load v0.1.0