Here, above we can take the simply supported beam with RA and RB are the reaction forces, and here P1= Load of bus as point load= 5000g N, P2= Load of truck= 3000g N
P3=P4=P5= distributed load of car= 1500g N here
g= acceleration due to gravity =10 m/s2
Now for equilibrium condition,
we know that
"\\Sigma F= 0"
RA+RB=(5000+3000+1500+1500+1500)g
RA+RB=125000 N ............(i)
and now we take total moment is equal to zero
RA"\\times0+R_B\\times8=5000\\times1 +3000\\times2+1500\\times3.5+1500\\times5.5+1500\\times7"
RB="\\frac{5000+6000+5250+8250+10500}{8}"
RB=25812.5 N
RA+25812.5=125000
RA=99187.5 N
So, from here we got the reaction force A and B
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