We know that equation of parabola whose end point lying on x axis will be
y2=4(a1−a)(x−a1) ,
here value of a1=10
and value of a=0
y2=4(10)(x−10)=40x−400
here load is 100 kg
beam is simply supported
RA+RB=1000
since maximum load is in middle and distributed uniformly both sides so we can say that
RA=RB=500
Mx=1000−40(y2+400)
Now for maximum bending moment
Mx=1000−40425×5
M= 946.875 Nm
(ii) Shear force at quarter span
S=dxdM=2×100×2.5=500N
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