VectorLab
centre point load
uniform load
end point load
mixed loading
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Simply supported · centre point load
The canonical PL/4 case.
12 kN
6 kN
6 kN
10 m
Shear force
V
6 kN
Bending moment
M
30 kN·m
Deflection
δ
-15.63 mm
0
2
4
6
8
10
position along span (m)