We know that equation of parabola whose end point lying on x axis will be
"y^2=4(a_1-a)(x-a_1)" ,
here value of "a_1=10"
and value of a=0
"y^2=4(10)(x-10)=40x-400"
here load is 100 kg
beam is simply supported
"R_A+R_B=1000"
since maximum load is in middle and distributed uniformly both sides so we can say that
"R_A=R_B=500"
"M_x=1000- \\frac{(y^2+400)}{40}"
Now for maximum bending moment
"M_x=1000-\\frac{425}{40}\\times 5"
M= 946.875 Nm
(ii) Shear force at quarter span
"S=\\frac{dM}{dx}= 2\\times 100\\times 2.5= 500 N"
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