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-rwxr-xr-x278/CH10/EX10.7/ex_10_6.sce42
1 files changed, 21 insertions, 21 deletions
diff --git a/278/CH10/EX10.7/ex_10_6.sce b/278/CH10/EX10.7/ex_10_6.sce
index 7002a0016..f1050c17e 100755
--- a/278/CH10/EX10.7/ex_10_6.sce
+++ b/278/CH10/EX10.7/ex_10_6.sce
@@ -1,21 +1,21 @@
-//determine the length of weld
-clc
-//solution
-//given
-//refer fig 10.16
-b=120//mm//width
-t=15//mm//thickness
-l1=b-12.5//mm
-s=15//mm
-ft1=70//N/mm^2//tensile stress
-ft2=56//N/mm^2//shear stress
-//let l2 be length of weld
-//P=A*ft
-P=120*15*ft1//N
-ft11=ft1/1.5//N/mm^2
-ft22=ft2/2.7//N/mm^2
-P1=0.707*s*l1*ft11//N
-//P2=0.707*s*l2*ft22=440*l2//N
-//P=P1+P2//N
-l2=(P-P1)/440//mm
-printf("the value of length of static weld is,%f mm\n",l2+12.5)
+
+clc
+//solution
+//given
+//refer fig 10.16
+b=120//mm//width
+t=15//mm//thickness
+l1=b-12.5//mm
+s=15//mm
+ft1=70//N/mm^2//tensile stress
+ft2=56//N/mm^2//shear stress
+//let l2 be length of weld
+//P=A*ft
+P=120*15*ft1//N
+ft11=ft1/1.5//N/mm^2
+ft22=ft2/2.7//N/mm^2
+P1=0.707*s*l1*ft11//N
+//P2=0.707*s*l2*ft22=440*l2//N
+//P=P1+P2//N
+l2=(P-P1)/440//mm
+printf("the value of length of static weld is,%f mm\n",l2+12.5)