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diff --git a/1820/CH13/EX13.1/Example13_1.sce b/1820/CH13/EX13.1/Example13_1.sce new file mode 100755 index 000000000..d5d0d97eb --- /dev/null +++ b/1820/CH13/EX13.1/Example13_1.sce @@ -0,0 +1,39 @@ +// ELECTRIC POWER TRANSMISSION SYSTEM ENGINEERING ANALYSIS AND DESIGN
+// TURAN GONEN
+// CRC PRESS
+// SECOND EDITION
+
+// CHAPTER : 13 : SAG AND TENSION ANALYSIS
+
+// EXAMPLE : 13.1 :
+clear ; clc ; close ; // Clear the work space and console
+
+// GIVEN DATA
+c = 1600 ; // Length of conductor in feet
+L = 500 ; // span b/w conductors in ft
+w1 = 4122 ; // Weight of conductor in lb/mi
+
+// CALCULATIONS
+// For case (a)
+l = 2 * c *( sinh(L/(2*c)) ) ; // Length of conductor in ft using eq 13.6
+l_1 = L * (1 + (L^2)/(24*c^2) ) ; // Length of conductor in ft using eq 13.8
+
+// For case (b)
+d = c*( cosh( L/(2*c) ) - 1 ) ; // sag in ft
+
+// For case (c)
+w = w1/5280 ; // Weight of conductor in lb/ft . [1 mile = 5280 feet]
+T_max = w * (c + d) ; // Max conductor tension in lb
+T_min = w * c ; // Min conductor tension in lb
+
+// For case (d)
+T = w * (L^2)/(8*d) ; // Appr value of tension in lb using parabolic method
+
+// DISPLAY RESULTS
+disp("EXAMPLE : 13.1 : SOLUTION :-") ;
+printf("\n (a) Length of conductor using eq 13.6 , l = %.3f ft \n",l) ;
+printf("\n & Length of conductor using eq 13.8 , l = %.4f ft \n",l_1) ;
+printf("\n (b) Sag , d = %.1f ft \n",d) ;
+printf("\n (c) Maximum value of conductor tension using catenary method , T_max = %.1f lb \n",T_max) ;
+printf("\n Minimum value of conductor tension using catenary method , T_min = %.1f lb \n",T_min) ;
+printf("\n (d) Approximate value of tension using parabolic method , T = %.2f lb \n",T) ;
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