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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/EX9.4/Ex9_4.sce | |
| parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
| download | Scilab-TBC-Uploads-master.tar.gz Scilab-TBC-Uploads-master.tar.bz2 Scilab-TBC-Uploads-master.zip | |
Diffstat (limited to '3862/CH9/EX9.4/Ex9_4.sce')
| -rw-r--r-- | 3862/CH9/EX9.4/Ex9_4.sce | 15 |
1 files changed, 15 insertions, 0 deletions
diff --git a/3862/CH9/EX9.4/Ex9_4.sce b/3862/CH9/EX9.4/Ex9_4.sce new file mode 100644 index 000000000..9563245b2 --- /dev/null +++ b/3862/CH9/EX9.4/Ex9_4.sce @@ -0,0 +1,15 @@ +clear +//variable declaration +//Let the reactions at A be Ha, Va and Ma +//summation of all horizontal forces is zero & vertical forces is zero. + +P1=(20) //vertical down Load at 2m from A,KN +P2=(12) //vertical down Load at 3m from A,KN +P3=(10) //vertical down Load at 4m from A,KN +Pu=(16) //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+P3 +printf("\n VA= %0.2f KN",Va) +Ma=Pu*2*1+P1*2+P2*3+P3*4 +printf("\n MA= %0.2f KN-m",Ma) |