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| author | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
| commit | 7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch) | |
| tree | 449d555969bfd7befe906877abab098c6e63a0e8 /3862/CH9/EX9.9/Ex9_9.sce | |
| parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
| download | Scilab-TBC-Uploads-7bc77cb1ed33745c720952c92b3b2747c5cbf2df.tar.gz Scilab-TBC-Uploads-7bc77cb1ed33745c720952c92b3b2747c5cbf2df.tar.bz2 Scilab-TBC-Uploads-7bc77cb1ed33745c720952c92b3b2747c5cbf2df.zip | |
Diffstat (limited to '3862/CH9/EX9.9/Ex9_9.sce')
| -rw-r--r-- | 3862/CH9/EX9.9/Ex9_9.sce | 20 |
1 files changed, 20 insertions, 0 deletions
diff --git a/3862/CH9/EX9.9/Ex9_9.sce b/3862/CH9/EX9.9/Ex9_9.sce new file mode 100644 index 000000000..3a650583f --- /dev/null +++ b/3862/CH9/EX9.9/Ex9_9.sce @@ -0,0 +1,20 @@ +clear +//variable declaration + +//summation of all horizontal forces is zero & vertical forces is zero. + +//Let the left support C be at a distance x metres from A. + +P1=(30) //vertical down load at A,KN +Pu=(6) //uniform distributed load over whole span,KN/m,(20m of span) +P2=(50) //vertical down load at B, KN + +//Rc=Rd(given) reaction at C & D is equal. + +Rc=(P1+P2+Pu*20)/2 +Rd=Rc + +//taking moment at A +x=(((Pu*20*10+P2*20)/100)-12)/2 + +printf("\n X= %0.2f m",x) |