diff options
Diffstat (limited to '3862/CH9/EX9.6/Ex9_6.sce')
| -rw-r--r-- | 3862/CH9/EX9.6/Ex9_6.sce | 15 |
1 files changed, 15 insertions, 0 deletions
diff --git a/3862/CH9/EX9.6/Ex9_6.sce b/3862/CH9/EX9.6/Ex9_6.sce new file mode 100644 index 000000000..6d9c4a4b1 --- /dev/null +++ b/3862/CH9/EX9.6/Ex9_6.sce @@ -0,0 +1,15 @@ +clear +//variable declaration + +//As supports A and B are simple supports and loading is only in vertical direction, the reactions RA and RB are in vertical directions only. + +//summation of all horizontal forces is zero & vertical forces is zero. + +P1=(30) //vertical down Load at 1m from A,KN +P2=(40) //vertical down Load at 6.5m from A,KN +Pu=(20) //uniform distributed load from 2m to 5m from A,KN/m(in 3m of span). + +Rb=(Pu*3*3.5+P1*1+P2*6.5)/5 +printf("\n RB= %0.2f KN",Rb) +Ra=Pu*3+P1+P2-Rb +printf("\n RA= %0.2f KN",Ra) |