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+clc;
+clear;
+U=25;//ft/sec
+p=0;//gage
+b=10;//ft
+t=1.24*(10^-3);//where t=stress*(x^0.5)
+a=0.744;//where a=p/(1-((y^2)/4))
+p1=-0.893;//lb/(ft^2)
+drag1=2*integrate('t*b/(x^0.5)','x',0,4);
+drag2=integrate('(((a*(1-((y^2)/4))))-p1)*b','y',-2,2);
+disp("lb",drag1,"The drag when plate is parallel to the upstream flow=")
+disp("lb",drag2,"The drag when plate is perpendicular to the upstream flow=")
+