Context[]
Calculation[]
Red Line = 40pxl | 0.192
Green Line = 113pxl | 0.5424
Blue Line = 9pxl | 0.0432
Moment of inertia = pi*4.32^4/4
Moment of inertia = 17.0964084881
Section modulus = 17.0964084881/2.16
Section modulus = 7.91500392968cm^3
Yield strength of rebar is 420 MPa
Bending moment = 420*7.91500392968
Bending moment = 3324.30165047Mn
Green Line = 0.5424 meters
Linear force = 4*3324.30165047/0.5424
Linear force = 24515.4988973 Newtons or 2.50158152013 Tons of force (Class 5)
Now you have to divide by the arm movement
Movement = 0.98960168588 meters
Force = 2.50158152013/0.98960168588
Force = 2.52786707604 Tons (Class 5)