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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 /629/CH9/EX9.7/example9_7.sce | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '629/CH9/EX9.7/example9_7.sce')
| -rw-r--r-- | 629/CH9/EX9.7/example9_7.sce | 15 |
1 files changed, 15 insertions, 0 deletions
diff --git a/629/CH9/EX9.7/example9_7.sce b/629/CH9/EX9.7/example9_7.sce new file mode 100644 index 000000000..492de2129 --- /dev/null +++ b/629/CH9/EX9.7/example9_7.sce @@ -0,0 +1,15 @@ +clear
+clc
+//Example 9.7 RESISTANCE FORCE WITH TRIPPED BOUNDARY LAYER
+L=6; //[m]
+B=3; //[m]
+mu=1.81*10^-5; //[N.s/m^2]
+rho=1.2; //[Kg/m^3]
+Uo=20; //[m/s]
+ReL=rho*Uo*L/mu //Reynold's number
+//Average shear-stress coefficient
+Cf=0.032/ReL^(1/7)
+A=L*B //area [m^2]
+//Resistance force
+Fs=2*Cf*A*rho*(Uo^2)/2 //[N]
+printf("\nTotal shear resistance on both sides of plate = %.1f N.\n",Fs)
\ No newline at end of file |