initial commit / add all books

1 files changed, 92 insertions, 0 deletions

diff --git a/3774/CH5/EX5.1/Ex5_1.sce b/3774/CH5/EX5.1/Ex5_1.sce
new file mode 100644
index 000000000..c6132697b
--- /dev/null
+++ b/3774/CH5/EX5.1/Ex5_1.sce
@@ -0,0 +1,92 @@
+// exa 5.1 Pg 142
+clc;clear;close;
+
+// Given Data
+ps=2.5;// MPa
+D=1.5;//m
+sigma_t=80;// MPa
+tau=60;// MPa
+sigma_c=120;// MPa
+n=5;// no. of rivets
+
+printf('DESIGNING LONGITUDINAL JOINT - \n')
+printf('\n Plate Thickness')
+eta_l=80;// % (efficiency)
+t = ps*D*1000/2/sigma_t/(eta_l/100)+1;// mm
+printf(', t = %.2f mm',t)
+t=32;//mm (adopted for design)
+printf('\n use t = %d mm',t)
+printf('\n Diameter of rivet hole, do = ')
+d0=6*sqrt(t);//mm (for t>8 mm)
+printf('%.2f mm',d0)
+d0=34.5;// suggested for design
+printf('\n Use do = %.f mm',d0)
+printf('\n Diameter of rivet, d = ')
+d=d0-1.5;//mm 
+printf('%.2f mm',d)
+printf('\n Pitch of rivets, p = ')
+Ps=(4*1.875+1)*%pi/4*d0**2*tau;// N
+// Putting Pt=Ps where Pt=(p-d0)*t*sigma_t;// N
+Pt=Ps;//N
+p=Pt/(t*sigma_t)+d0;// N
+printf('%.1f mm',p)
+C=6;// for 5 no. of rivets
+pmax=C*t+40;// mm (as per IBR)
+printf('\n as per IBR-\n pitch, pmax = %.f mm',pmax)
+p=220;// mm (adopted for design)
+printf('\n Use p = %.f mm',p)
+pi=p/2;// mm 
+printf('\n pitch of rivets in inner row, pi = %.f mm',pi)
+
+//Distance between rows of rivets
+dis1=0.2*p+1.115*d0;// mm 
+printf('\n distance between outer and adjacent row = %.1f mm',dis1)
+dis1=85;//mm (adopted for design)
+printf('\n take & use this distance = %.f mm', dis1)
+dis2=0.165*p+0.67*d0;// mm 
+printf('\n distance between inner row for zig-zag riveting = %.1f mm', dis2)
+dis2=60;//mm (adopted for design)
+printf('\n take & use this distance = %.f mm', dis2)
+printf('\n Thickness of wide butt strap, t= ')
+t1=0.75*t;// mm (wide butt strap)
+printf(' %.f mm',t1)
+t2=0.625*t;// mm (narrow butt strap)
+printf('\n Thickness of narrow butt strap, t= %.f mm',t2)
+//margin
+m=ceil(1.5*d0);// mm
+printf('\n margin, m = %.f mm',m)
+// Efficiency of joint
+Pt=(p-d0)*t*sigma_t;// N
+Ps=Ps;// N (shearing resistance of rivets)
+Pc=n*d0*t*sigma_c;// N (crushing resistance of rivets)
+sigma_com = (p-2*d0)*t*sigma_t+%pi/4*d0**2*tau;// N
+printf('\n strength of the joint = %d N',sigma_com)
+P=p*t*sigma_t;//N (strength of solid plate)
+printf('\n strength of solid plate = %d N',P)
+eta_l=sigma_com/P*100;// % (efficiency)
+printf('\n Efficiency of joint, eta_l = %.1f %%',eta_l)
+
+printf('\n\n DESIGNING CIRCUMFERENTIAL JOINT- \n')
+t=32;// mm
+d0=34.5;//mm
+d=33;//mm
+printf('\n Plate Thickness')
+printf(', t = %.2f mm',t)
+printf('\n Diameter of rivet hole, do = ')
+printf('%.2f mm',d0)
+printf('\n Diameter of rivet, d = ')
+printf('%.2f mm',d) 
+n=(D*1000/d0)**2*(ps/tau);// no. of rivets
+printf('\n no. of rivets = %.1f',n)
+n=80;// adopted for design
+printf('\n take n = %d',n)
+// Pitch of rivets
+n1=n/2;// no. of rivets per row
+pc=%pi*(D*1000+t)/n1;// mm (pitch of rivets)
+printf('\n pitch of rivets, pc = %.2f mm\n use pc = %.f mm',pc,pc)
+eta_c=(pc-d0)/pc*100;// % (efficiency of joint)
+printf('\n Efficiency of joint, eta_c = %.2f %%',eta_c)
+dis=0.33*pc+0.67*d0;// mm (distance between rows of rivets)
+printf('\n for zig-zag riveting, distance between rows of rivets = %.1f mm. use 65 mm', dis)
+m=1.5*d0;// mm (Margin)
+printf('\n margin, m = %.f mm',m)