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authorpriyanka2015-06-24 15:03:17 +0530
committerpriyanka2015-06-24 15:03:17 +0530
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+//example 11.4
+clc; funcprot(0);
+FS=4;
+Ap=0.1295;
+Nc=9;
+cu2=100;
+Qp=Ap*Nc*cu2;
+D=[5, 10, 30];
+avgD=[2.5, 7.5,20];
+sigma=[45, 110.5, 228.5];
+cu=[30, 30, 100];
+alpha=[0.6 0.9 0.725];
+L=[5, 5, 20];
+p=%pi*0.406;
+Qs=0;
+disp(Qp,"bering capacity in kN");
+printf("depth (m)\t avg Depth(m)\t avgVerticalStress(kN/m^2)\t cu(kN/m^2)\t cu/sigma\t alpha\n" )
+for i=1:3
+ cusig(i)=cu(i)/sigma(i);
+ Qs=Qs+alpha(i)*cu(i)*L(i)*p;
+ printf("%.2f\t %.2f\t %.2f\t\t\t %.2f\t %.2f\t\t %.2f\n",D(i),avgD(i),sigma(i),cu(i),cusig(i),alpha(i));
+end
+disp(Qs,"bearing capacity in kN");
+//part2
+lambda=0.136;
+L=30;
+fav=lambda*(178.48+2*76.7);
+Qs2=p*L*fav;
+//part3
+fav1=13;
+fav2=31.9;
+fav3=93.43;
+Qs3=p*(fav1*5+fav2*5+fav3*20);
+disp(Qs3,"bearing capacity in kN");
+Qsavg=Qs/3+Qs2/3+Qs3/3;
+Qu=Qp+Qsavg
+Qall=Qu/FS;
+disp(Qall,"allowed bearing capacity in kN");
+