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-rw-r--r--3886/CH4/EX4.12/4_12.txt10
-rw-r--r--3886/CH4/EX4.12/Ex4_12.sce38
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diff --git a/3886/CH4/EX4.12/4_12.txt b/3886/CH4/EX4.12/4_12.txt
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+
+--> exec('E:\My program EM\4. Analysis of pin-jointed plane frames\Ex4_12.sce', -1)
+The forces in different members are:-
+AB=20 kN
+BC=60 kN
+CD=84 kN
+DE=-60 kN
+EA=-40 kN
+EC=-60 kN
+EB=-28 kN \ No newline at end of file
diff --git a/3886/CH4/EX4.12/Ex4_12.sce b/3886/CH4/EX4.12/Ex4_12.sce
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+//Analyse the truss
+//Refer fig. 4.20
+//Consider equilibrium of entire truss
+//taking moment about A
+YE=(60*8-40*4)/4 //kN
+XA=40 //kN
+YA=60-80 //kN
+//Take A as origin and determine co-ordinates of various point
+//Lengths in m are
+AB=4
+CE=4
+AE=4
+ED=4
+BE=4*sqrt(2)
+CD=4*sqrt(2)
+//Consider equilibrium of joints individually
+//Joint A
+tAB=5
+FAB=tAB*AB //kN
+tAE=-10
+FAE=tAE*AE //kN
+//Joint B
+tBE=-5
+FBE=tBE*BE //kN
+tBC=10-tBE
+BC=4
+FBC=tBC*BC //kN
+//Joint C
+tCD=15
+CD=4*sqrt(2)
+FCD=15*4*sqrt(2) //kN The answer provided in the textbook is wrong
+tCE=-15
+FCE=tCE*CE //kN
+//Joint D
+tDE=-15
+DE=4
+FDE=tDE*DE //kN
+printf("The forces in different members are:-\nAB=%.2d kN\nBC=%.2d kN\nCD=%.2d kN\nDE=%.2d kN\nEA=%.2d kN\nEC=%.2d kN\nEB=%.2d kN",FAB,FBC,FCD,FDE,FAE,FCE,FBE)