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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 /3886/CH17/EX17.19/17_19.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 '3886/CH17/EX17.19/17_19.sce')
| -rw-r--r-- | 3886/CH17/EX17.19/17_19.sce | 12 |
1 files changed, 12 insertions, 0 deletions
diff --git a/3886/CH17/EX17.19/17_19.sce b/3886/CH17/EX17.19/17_19.sce new file mode 100644 index 000000000..b41aa5d48 --- /dev/null +++ b/3886/CH17/EX17.19/17_19.sce @@ -0,0 +1,12 @@ +//A pile hammer
+u=0
+h=0.75 //m
+g=9.81 //m/sec^2
+//at the time of strike
+v=sqrt(2*g*h) //m/sec
+//Applying principle of conservation of momentum of pile and hammer
+V=(20*3.836)/(30) //m/sec
+//Applying work energy equation
+R=130000/1000 //kN
+printf("\nResistance to penetration of the ground=%.3f kN",R)
+
|