updated the code

1 files changed, 64 insertions, 64 deletions

diff --git a/278/CH9/EX9.10/ex_9_10.sce b/278/CH9/EX9.10/ex_9_10.sce
index 868ca8ae3..71b9f5d7c 100755
--- a/278/CH9/EX9.10/ex_9_10.sce
+++ b/278/CH9/EX9.10/ex_9_10.sce
@@ -1,64 +1,64 @@
-//give design calculation sfor longitudinal and circumferncial joints

-clc

-//soltuion

-//given

-P=2.5//N/mm^2

-D=1600//mm

-ft=75//N/mm^2

-T=60//N/mm^2

-fc=125//N/mm^2

-//design of longitudinal joint

-t=(P*D)/(2*ft)+1//mm

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

-pi=3.14

-//choose standard avlue fromtable 9.3

-//let p be pitch

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

-//Pt=(p-34.5)*2100//N

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

-//Ps=Pt

-//2100*(p-34.5)=Ps

-//p=Ps/(2100)+34.5//mm

-//pmax=C*t+41.28=220//mm

-//since p>pmax,therefore

-p=220//mm

-p'=220/2//mm

-d1=0.2*p + 1.15*d//mm/diatnce between outtr and row and next row

-d2=0.165*p+0.67*d//mm//distance ebtween inner row for zigzag riveting

-t1=0.75*t//mm//thickness of wide strap

-t2=0.625*t//mm//thickness of narrow strap

-m=1.5*d//mm//margin

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

-Pc=5*d*t*fc//N//crushing resistance of rivet

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

-//joint may also fail due to combine teARING AND shearing reistance

-Pts=(p-2*d)*t*ft+(pi/4)*d^2*T//N

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

-eff=Pts/P//least is Ps

-//desing for circumferential joint

-//let n be number of rivets

-//shearign resistance of revets=total shearing load acting on circumferential joint

-//n*pi*d^2*T/4=pi*D^2*P/4

-//n=D^2*P/(d^2*T)//89.6 say 90

-n=90

-n1=90/2//number of rivets per row

-//p1=pi(D+t)/n'//

-//p1=113.7,say 140mm standard value'

-p1=140//mm

-effj=(p1-d)/(p1)

-d3=0.33*p1+0.67*d//dis btw rows of rivets for zigzag

-m1=1.5*d

-printf("calcultion for longitudinal joint")

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

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

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

-printf("the thickness of narrow strap is,%f mm\n",t2)

-printf("the diameter of rivets is,%f mm",d)

-printf("the margine s,%f mm\n",m)

-printf("the distance btw outer and next row is,%f mm\n",d1)

-printf("the distance btw inner rows is,%f mm\n",d2)

-printf("calculation for circumferencial joint\n")

-printf("the num of rivets is,%f\n",n)

-printf("the number of rivets per rwo for cercumferencial joint is,%f\n",n1)

-printf("the distance btw rows of rivets for zigzag riveting is,%f mm\n",d3)

-printf("the margin is,%f mm",m1)

+
+clc
+//soltuion
+//given
+P=2.5//N/mm^2
+D=1600//mm
+ft=75//N/mm^2
+T=60//N/mm^2
+fc=125//N/mm^2
+//design of longitudinal joint
+t=(P*D)/(2*ft)+1//mm
+d=6*sqrt(t)//m
+pi=3.14
+//choose standard avlue fromtable 9.3
+//let p be pitch
+//Pt=(p-d)*t*ft//N//tearing resistance of plate
+//Pt=(p-34.5)*2100//N
+Ps=4*1.875*(pi/4)*d^2*T+(pi/4)*d^2*T//N//shearing resistance of rivet//N//shearing resistance of rivet
+//Ps=Pt
+//2100*(p-34.5)=Ps
+//p=Ps/(2100)+34.5//mm
+//pmax=C*t+41.28=220//mm
+//since p>pmax,therefore
+p=220//mm
+p'=220/2//mm
+d1=0.2*p + 1.15*d//mm/diatnce between outtr and row and next row
+d2=0.165*p+0.67*d//mm//distance ebtween inner row for zigzag riveting
+t1=0.75*t//mm//thickness of wide strap
+t2=0.625*t//mm//thickness of narrow strap
+m=1.5*d//mm//margin
+Pt=(p-d)*t*ft//N
+Pc=5*d*t*fc//N//crushing resistance of rivet
+P=p*t*ft//N//strength of the unriveted
+//joint may also fail due to combine teARING AND shearing reistance
+Pts=(p-2*d)*t*ft+(pi/4)*d^2*T//N
+//eff=(least of Pt,Ps,Pts)/P
+eff=Pts/P//least is Ps
+//desing for circumferential joint
+//let n be number of rivets
+//shearign resistance of revets=total shearing load acting on circumferential joint
+//n*pi*d^2*T/4=pi*D^2*P/4
+//n=D^2*P/(d^2*T)//89.6 say 90
+n=90
+n1=90/2//number of rivets per row
+//p1=pi(D+t)/n'//
+//p1=113.7,say 140mm standard value'
+p1=140//mm
+effj=(p1-d)/(p1)
+d3=0.33*p1+0.67*d//dis btw rows of rivets for zigzag
+m1=1.5*d
+printf("calcultion for longitudinal joint")
+printf("the eff is,%f\n",eff)
+printf("the pitch is,%f mm\n",p)
+printf("the thickness of wide strap is,%f mm\n",t1)
+printf("the thickness of narrow strap is,%f mm\n",t2)
+printf("the diameter of rivets is,%f mm",d)
+printf("the margine s,%f mm\n",m)
+printf("the distance btw outer and next row is,%f mm\n",d1)
+printf("the distance btw inner rows is,%f mm\n",d2)
+printf("calculation for circumferencial joint\n")
+printf("the num of rivets is,%f\n",n)
+printf("the number of rivets per rwo for cercumferencial joint is,%f\n",n1)
+printf("the distance btw rows of rivets for zigzag riveting is,%f mm\n",d3)
+printf("the margin is,%f mm",m1)