//Reactions developed in cantilever beam
//Refer fig. 3.45 (a)&(b)
//Make assumptions as shown in fig. 3.45(a) and(b)
//applying equilibrium conditions
VA=60+45*2/2  //kN
HA=0  //kN
//Taking moment about A
MA=((45*2*2)/(3*2))+(60*2.5)  //kN-m
printf("Required values:-\nVA=%.2f kN\nHA=%.2f kN\nMA=%.2f kN-m",VA,HA,MA)