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author | priyanka | 2015-06-24 15:03:17 +0530 |
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committer | priyanka | 2015-06-24 15:03:17 +0530 |
commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
tree | ab291cffc65280e58ac82470ba63fbcca7805165 /3204/CH18/EX18.11 | |
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initial commit / add all books
Diffstat (limited to '3204/CH18/EX18.11')
-rw-r--r-- | 3204/CH18/EX18.11/Ex18_11.sce | 12 |
1 files changed, 12 insertions, 0 deletions
diff --git a/3204/CH18/EX18.11/Ex18_11.sce b/3204/CH18/EX18.11/Ex18_11.sce new file mode 100644 index 000000000..b67388180 --- /dev/null +++ b/3204/CH18/EX18.11/Ex18_11.sce @@ -0,0 +1,12 @@ +// Initilization of variables
+M=750 // kg // mass of hammer
+m=200 // kg // mass of the pile
+h=1.2 // m // height of fall of the hammer
+delta=0.1 // m // distance upto which the pile is driven into the ground
+g=9.81 // m/s^2 // acc due to gravity
+// Caculations
+// The resistance to penetration to the pile is given by eq'n,
+R=(((M+m)*g)+((M^2*g*h)/((M+m)*delta)))*(10^-3) // kN
+// Results
+clc
+printf('The resistance to penetration to the pile is %f kN \n',R)
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