updated the code

1 files changed, 26 insertions, 26 deletions

diff --git a/278/CH9/EX9.8/ex_9_6.sce b/278/CH9/EX9.8/ex_9_6.sce
index 2afa1730b..1ffd3179b 100755
--- a/278/CH9/EX9.8/ex_9_6.sce
+++ b/278/CH9/EX9.8/ex_9_6.sce
@@ -1,27 +1,27 @@
-//find rivet dia,pitch,thickness and eff

-clc

-//solution

-//given

-t=10//mm

-ft=80//N/mm^2

-T=60//N/mm^2

-pi=3.14

-//d=6*sqrt(t)//mm

-//choose standard value of d from table 9.3

-d=19//mm

-//let p is pitch of rivets

-Ps=1*1.875*(pi/4)*d^2*T//N//shearing resistance of rivet

-//Pt=(p-d)*t*ft=(p-19)*800//N//tearing resistance of plate

-//Ps=Pt

-p=19+(31900/800)//mm

-//pmax=C*t+41.28=58.78mm whihc is equal to p

-t1=0.625*t//mm

-Pt=(p-d)*t*ft//=(p-19)*800//N

-P=p*t*ft//N//strength of the unriveted

-printf("the value of forces is,%f N\n,%f N\n",Pt,Ps)

-//eff=(least of Pt,Ps)/P

-eff=Ps/P//least is Ps

-printf("the eff is,%f\n",eff)

-printf("the pitch is,%f mm\n",p)

-printf("the thickness of cover plate is,%f mm\n",t1)

+
+clc
+//solution
+//given
+t=10//mm
+ft=80//N/mm^2
+T=60//N/mm^2
+pi=3.14
+//d=6*sqrt(t)//mm
+//choose standard value of d from table 9.3
+d=19//mm
+//let p is pitch of rivets
+Ps=1*1.875*(pi/4)*d^2*T//N//shearing resistance of rivet
+//Pt=(p-d)*t*ft=(p-19)*800//N//tearing resistance of plate
+//Ps=Pt
+p=19+(31900/800)//mm
+//pmax=C*t+41.28=58.78mm whihc is equal to p
+t1=0.625*t//mm
+Pt=(p-d)*t*ft//=(p-19)*800//N
+P=p*t*ft//N//strength of the unriveted
+printf("the value of forces is,%f N\n,%f N\n",Pt,Ps)
+//eff=(least of Pt,Ps)/P
+eff=Ps/P//least is Ps
+printf("the eff is,%f\n",eff)
+printf("the pitch is,%f mm\n",p)
+printf("the thickness of cover plate is,%f mm\n",t1)
 printf("the diameter of rivets is,%f mm",d)
\ No newline at end of file