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| author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
| commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
| tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3720/CH6/EX6.8/Ex6_8.sce | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '3720/CH6/EX6.8/Ex6_8.sce')
| -rw-r--r-- | 3720/CH6/EX6.8/Ex6_8.sce | 17 |
1 files changed, 17 insertions, 0 deletions
diff --git a/3720/CH6/EX6.8/Ex6_8.sce b/3720/CH6/EX6.8/Ex6_8.sce new file mode 100644 index 000000000..2ef8824a0 --- /dev/null +++ b/3720/CH6/EX6.8/Ex6_8.sce @@ -0,0 +1,17 @@ +//Example 6_8
+clc;clear;
+// Given values
+rho=1000;//The density of water in kg/m^3
+D=0.10;// Diameter in m
+V=3;// Average velocity in m/s
+g=9.81;// The acceleration due to gravity m/s^2
+m=12;//Mass per meter length in kg/m
+r_1=0.5;
+r_2=2;// The average moment arm at inlet & outlet in m
+
+// Calculation
+A_c=((%pi*D^2)/4);// m^2
+m_1=rho*A_c*V;// The mass flow rate in kg/s
+W=m*g;//The weight of the horizontal section of the pipe in N
+M_a=(r_1*W)-(r_2*m_1*V);// N.m
+printf("The bending moment acting at the base of the pipe (point A)=%0.1f N.m\n",M_a);
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