Beam Bending & Deflection
Maximum deflection
0.833 mm
0.000833 m
Peak moment
0.500 kN·m
Peak shear
0.500 kN
Beam response
The load diagram and charts show reactions, internal shear, bending moment, and deflection along the span.
Simply supported beam with symmetric loading
L = 2.00 m
Shear, moment, and deflection along the span
Peaks are marked directly on each curve.
Shear force
peak 0.500 kN
Bending moment
peak 0.500 kN m
Downward deflection
peak 0.833 mm
Left reaction
0.500 kN
Right reaction
0.500 kN
EI
200.0 kN m2
Span
2.00 m
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