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clear
//variable declaration
//Let the reactions at A be Va and Ma
//summation of all horizontal forces is zero & vertical forces is zero.
P1=(15) //vertical down Load at 3m from A,KN
P2=(10) //vertical down Load at 5m from A,KN
M=(30) //CW moment at 4m distance from A, KN-m
Pu=(20) //uniform distributed load from A to 2m from A,KN/m(in 2m of span)
////horizontal,vertical component at A is Ha,Va respectively.
printf("\n no horizontal force HA=0")
Va=Pu*2+P1+P2
printf("\n VA= %0.2f KN",Va)
Ma=Pu*2*1+P1*3+P2*5+M
printf("\n MA= %0.2f KN-m",Ma)
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