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10 T-M
At the face of the support M = 10.00 t-m
Bending moment =10 Tonne.meter
Force x arm length =5x2=10T a moment of 10T will be at free end
M = L * Q = 2m. * 5ton = 10T-м
10Ton-meter moment. Point load of 5ton will create at the fixed end of a cantilever beam of span of 2meter have 5*2=10.