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| author | priyanka | 2015-06-24 15:03:17 +0530 |
|---|---|---|
| committer | priyanka | 2015-06-24 15:03:17 +0530 |
| commit | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (patch) | |
| tree | ab291cffc65280e58ac82470ba63fbcca7805165 /2087/CH10/EX10.3 | |
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initial commit / add all books
Diffstat (limited to '2087/CH10/EX10.3')
| -rwxr-xr-x | 2087/CH10/EX10.3/example10_3.sce | 25 |
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diff --git a/2087/CH10/EX10.3/example10_3.sce b/2087/CH10/EX10.3/example10_3.sce new file mode 100755 index 000000000..e0a24bb35 --- /dev/null +++ b/2087/CH10/EX10.3/example10_3.sce @@ -0,0 +1,25 @@ +
+
+//example10.3
+//calculate factor of safety for slope
+clc;funcprot(0);
+//given
+x=4; //given scale
+An=14.4; //area of N rectangle
+At=6.4; //area of T rectangle
+Au=4.9; //area of U rectangle
+L=12.6; //length of arc;
+gamma_m=19; //unit weigth of soil
+gamma_w=9.81; //unit weigth of water
+fi=26; //effective angle(degree)
+co=19.5; //cohesion value
+
+//consider 1m length of dam
+SumN=An*x^2*gamma_m;
+SumT=At*x^2*gamma_m;
+SumU=Au*x^2*gamma_w;
+Le=x*L;
+F=((Le*co)+(SumN-SumU)*tand(fi))/SumT;
+F=round(F*100)/100;
+mprintf("Factor of safety for slope=%f.",F);
+
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