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diff --git a/Machine_Design-I_by_Dr._Sadhu_Singh/chapter7.ipynb b/Machine_Design-I_by_Dr._Sadhu_Singh/chapter7.ipynb new file mode 100644 index 00000000..9d58d669 --- /dev/null +++ b/Machine_Design-I_by_Dr._Sadhu_Singh/chapter7.ipynb @@ -0,0 +1,929 @@ +{ + "cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Chapter 7 - Keys & Couplings" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.1 Pg 195" + ] + }, + { + "cell_type": "code", + "execution_count": 4, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " shaft diameter = 48.29 mm. Use d = 50 mm.\n", + " \n", + " thickness of hub = 25 mm\n", + " \n", + " diameter of recess in flanges = 75 mm\n", + " \n", + " outside diameter of protecting flange = 200 mm\n", + " \n", + " width of key = 12.5 mm. Use b = 15 mm\n", + " \n", + " length of key = 75 mm.\n", + " \n", + " thickness for square key = 15 mm\n", + " \n", + " Hub length = 75 mm\n", + " \n", + " Number of bolts = 4\n", + " \n", + " Bolt diameter = 11.86 mm. Use db=12 mm\n", + " \n", + " Bolt diameter (based on Tensile load) = 21.9 mm. Use db=15 mm\n", + " \n", + " Flange thickness = 18.5 mm. Use t=20 mm\n", + " \n", + " permissible bearing stress in flange = 2.76 MPa < 30 MPa\n", + " \n", + " shearing of the flange at the junction with hub = 3.17 MPa < 15 MPa.\n", + " Values are acceptable.\n", + " \n", + " permissible crushing strength of bolts = 14.0 MPa < 60 MPa.\n", + " Hence design is safe.\n", + " \n", + " Thickness of protecting flange = 10 mm\n", + " \n", + " Hub overlap = 3 mm (min)\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import sqrt,pi,floor\n", + "from numpy import roots\n", + "# Given Data\n", + "P=20## kW\n", + "N=240## rpm\n", + "tau_s=45## MPa\n", + "tau_b=30## MPa\n", + "sigma_b=60## MPa\n", + "sigma_cs=2*tau_s## MPa\n", + "tau_ci=15## MPa\n", + "#Tmax=1.25*Tm\n", + "mu=0.15## coefficient of friction\n", + "\n", + "#SHAFT DIAMETER\n", + "# P= 2*pi*N*Tm/60/1000 \n", + "Tm=P/(2*pi*N/60/1000)## N.m\n", + "Tmax=1.25*Tm## N.m\n", + "# pi*d**3*tau_s/16= Tmax\n", + "d=(Tmax/(pi*tau_s/16)*1000)**(1/3)## mm\n", + "print ' shaft diameter = %.2f mm. Use d = 50 mm.'%(d)\n", + "d=50## mm\n", + "\n", + "# HUB DIAMETER\n", + "# Tmax=pi/16*((d1**4-d**4)/d1)*tau_h\n", + "tau_h=tau_ci## MPa\n", + "#d1*(Tmax/(pi/16)/tau_h)-d1**4=d**4 -- eqn(1)\n", + "Tmax=Tmax*1000## N.mm\n", + "p=[1, 0 ,0 ,-Tmax/(pi*tau_h/16), -d**4] ## polynomial coefficients from eqn(1)\n", + "d1=roots(p)## roots of poly \n", + "d1=d1[0]## mm (taking +ve value)\n", + "d1=100## mm (empirically adopted) \n", + "t1=(d1-d)/2## mm (thickness of hub)\n", + "print ' \\n thickness of hub = %.f mm'%(t1)\n", + "d4=d+t1## mm (diameter of recess in flanges)\n", + "print ' \\n diameter of recess in flanges = %.f mm'%(d4)\n", + "d3=4*d## mm (outside diameter of protecting flange)\n", + "print ' \\n outside diameter of protecting flange = %.f mm'%(d3)\n", + "\n", + "# Hub length\n", + "b=d/4## mm (width of key)\n", + "l=1.5*d## mm (length of key)\n", + "print ' \\n width of key = %.1f mm. Use b = 15 mm'%(b)\n", + "b=15## mm\n", + "print ' \\n length of key = %.f mm.'%(l) \n", + "t=b## mm (thickness for square key)\n", + "print ' \\n thickness for square key = %.f mm'%(t)\n", + "print ' \\n Hub length = %.f mm'%(l)\n", + "\n", + "#Number of bolts\n", + "n=floor(4*d/150+3)## no. of bolts\n", + "print ' \\n Number of bolts = %.f'%(n)\n", + "\n", + "# Bolt diameter\n", + "r2=1.5*d## mm\n", + "F=Tmax/r2/n## N\n", + "#pi/4*db**2*tau_b=F\n", + "db=sqrt(F/(pi/4*tau_b))## mm\n", + "print ' \\n Bolt diameter = %.2f mm. Use db=12 mm'%(db)\n", + "bolt_dia=db##mm\n", + "\n", + "# Bolt diameter based on Tensile load\n", + "r3=d3/2## mm\n", + "r4=d4/2## mm\n", + "rf=2/3*((r3**3-r4**3)/(r3**2-r4**2))## mm\n", + "#Tmax=n*mu*Pi*rf## N\n", + "Pi=Tmax/(n*mu*rf)## N\n", + "# Pi=pi/4*db**2*sigma_t\n", + "sigma_t=sigma_b## MPa\n", + "db=sqrt(Pi/(pi/4*sigma_t))## mm \n", + "print ' \\n Bolt diameter (based on Tensile load) = %.1f mm. Use db=15 mm'%(db)\n", + "db=15## mm (adopted)\n", + "\n", + "# Flange thickness\n", + "t2=0.5*t1+6## mm (empirically)\n", + "print ' \\n Flange thickness = %.1f mm. Use t=20 mm'%(t2)\n", + "t2=20## mm (adopted)\n", + "#F=n*db*t2*sigma_c\n", + "sigma_ci=F/n/db/t2## MPa\n", + "#2*pi*d1**2*tau*t2/4=Tmax\n", + "tau=Tmax/(2*pi*d1**2*t2/4)## MPa\n", + "print ' \\n permissible bearing stress in flange = %.2f MPa < 30 MPa'%(sigma_ci)\n", + "print ' \\n shearing of the flange at the junction with hub = %.2f MPa < 15 MPa.'%(tau)\n", + "print ' Values are acceptable.'\n", + "\n", + "# Check for crushing of bolt\n", + "#n*db*t2*sigma_cb*d2/2=Tmax\n", + "d2=d1+d## mm\n", + "db=bolt_dia##mm\n", + "sigma_cb=Tmax/(n*db*t2*d2/2)## MPa\n", + "print ' \\n permissible crushing strength of bolts = %.1f MPa < 60 MPa.'%(sigma_cb)\n", + "print ' Hence design is safe.'\n", + "\n", + "# Thickness of protecting flange\n", + "t3=0.5*t2## mm\n", + "print ' \\n Thickness of protecting flange = %.f mm'%( t3)\n", + "# Hub overlap \n", + "ho=3## mm (min)\n", + "print ' \\n Hub overlap = %.f mm (min)'%(ho)\n", + "#Note - Answer for **Bolt diameter based on Tensile load** is calculated wrong in the textbook(error in Pi calculation)." + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.2 Pg 200" + ] + }, + { + "cell_type": "code", + "execution_count": 2, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " shaft diameter = 40.55 mm. Use d = 42 mm.\n", + " \n", + " thickness of hub = 21 mm\n", + " \n", + " outside diameter of protecting flange = 168 mm. Use 170 mm\n", + " \n", + " width of key = 10.5 mm. Use b = 12 mm\n", + " \n", + " length of key = 63 mm.\n", + " \n", + " thickness for square key = 12 mm\n", + " \n", + " Hub length = 63 mm\n", + " \n", + " Number of bolts = 4.68. Use n=6\n", + " \n", + " Bolt diameter = 8.57 mm. Use db=20 mm for design purpose\n", + " \n", + " pitch circle diameter of bolts = 136 mm \n", + " \n", + " Permissible shear stress in bolts = 3.58 MPa < 35 MPa. Hence design is safe.\n", + " \n", + " length of bush = 35 mm\n", + " \n", + " Bending stress in pin = 28.7 MPa\n", + " \n", + " Maximum shear stress in pin = 14.78 MPa < 35 MPa. Hence design is safe.\n", + " \n", + " Flange thickness = 16.5 mm. Use t=18 mm\n", + " \n", + " shearing of the flange at the junction with hub = 2.30 MPa < 15 MPa.\n", + " Values are acceptable.\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from numpy import roots,pi,sqrt\n", + "# Given Data\n", + "P=30## kW\n", + "N=750## rpm\n", + "#Tmax=1.2*Tm## MPa\n", + "tau_s=35## MPa\n", + "tau_b=35## MPa\n", + "tau_k=35## MPa\n", + "sigma_cs=70## MPa\n", + "sigma_ck=70## MPa\n", + "sigma_cb=70## MPa\n", + "tau_ci=15## MPa\n", + "pb=0.8## MPa\n", + "\n", + "#sigma_cs=2*tau_s## MPa\n", + "\n", + "#Tmax=1.5*Tm\n", + "mu=0.15## coefficient of friction\n", + "\n", + "#SHAFT DIAMETER\n", + "# P= 2*pi*N*Tm/60/1000 \n", + "Tm=P/(2*pi*N/60/1000)## N.m\n", + "Tmax=1.2*Tm## N.m\n", + "# pi*d**3*tau_s/16= Tmax\n", + "d=(Tmax/(pi*tau_s/16)*1000)**(1/3)## mm\n", + "print ' shaft diameter = %.2f mm. Use d = 42 mm.'%(d)\n", + "d=42## mm\n", + "\n", + "# HUB DIAMETER\n", + "# Tmax=pi/16*((d1**4-d**4)/d1)*tau_h\n", + "tau_h=tau_ci## MPa\n", + "#d1*(Tmax/(pi/16)/tau_h)-d1**4=d**4 -- eqn(1)\n", + "Tmax=Tmax*1000## N.mm\n", + "p=[1, 0 ,0 ,-Tmax/(pi*tau_h/16) ,-d**4] ## polynomial coefficients from eqn(1)\n", + "d1=roots(p)## roots of poly \n", + "d1=d1[0]## mm (taking +ve value)\n", + "d1=2*d## mm (empirically adopted) \n", + "t1=(d1-d)/2## mm (thickness of hub)\n", + "print ' \\n thickness of hub = %.f mm'%(t1)\n", + "#d4=d+t1## mm (diameter of recess in flanges)\n", + "#print ' \\n diameter of recess in flanges = %.f mm'%(d4)\n", + "d3=4*d## mm (outside diameter of protecting flange)\n", + "print ' \\n outside diameter of protecting flange = %.f mm. Use 170 mm'%(d3)\n", + "d3=170## mm (adopted)\n", + "\n", + "#Key size & Hub length\n", + "b=d/4## mm (width of key)\n", + "l=1.5*d## mm (length of key)\n", + "print ' \\n width of key = %.1f mm. Use b = 12 mm'%(b)\n", + "b=12## mm\n", + "print ' \\n length of key = %.f mm.'%(l) \n", + "t=b## mm (thickness for square key)\n", + "print ' \\n thickness for square key = %.f mm'%(t)\n", + "print ' \\n Hub length = %.f mm'%(l)\n", + "\n", + "#Number of bolts\n", + "n=(0.04*d+3)## no. of bolts\n", + "print ' \\n Number of bolts = %.2f. Use n=6'%(n)\n", + "n=6## adopted\n", + "\n", + "# Bolt diameter\n", + "db=0.5*d/sqrt(n)## mm\n", + "print ' \\n Bolt diameter = %.2f mm. Use db=20 mm for design purpose'%(db)\n", + "db=20##mm (adopted)\n", + "bolt_dia=db##mm\n", + "dsb=24## mm(shank diameter of bolt for design)\n", + "\n", + "# Outer diameter of rubber bush\n", + "trb=2## mm (thickness of rubber bush)\n", + "tbb=6## mm (thickness of brass bush)\n", + "d3=dsb+2*trb+2*tbb## mm \n", + "d2=d1+d3+2*tbb## mm (pitch circle diameter of bolts)\n", + "print ' \\n pitch circle diameter of bolts = %.f mm '%(d2)\n", + "\n", + "# Check of shear in bolt\n", + "F=2*Tmax/n/d2## N\n", + "#pi/4*db*2*tau=F\n", + "tau=F/(pi/4*db**2)##MPa\n", + "print ' \\n Permissible shear stress in bolts = %.2f MPa < 35 MPa. Hence design is safe.'%( tau)\n", + "\n", + "# Length of brush\n", + "pb=0.8## MPa(bearing pressure of brush)\n", + "#F=l2*d3*pb#\n", + "l2=F/d3/pb## mm\n", + "print ' \\n length of bush = %.f mm'%(l2)\n", + "\n", + "# Check for pin in bending\n", + "c=5## mm (clearance between two flanges)\n", + "l3=(l2-c)/2+c##mm\n", + "#M=pi/32*db**3*sigma_b & M=F*l3\n", + "sigma_b = F*l3/(pi/32*db**3)## MPa\n", + "print ' \\n Bending stress in pin = %.1f MPa'%(sigma_b)\n", + "\n", + "# Maximum shear stress in pin\n", + "tau_max=sqrt((sigma_b/2)**2+tau**2)##MPa\n", + "print ' \\n Maximum shear stress in pin = %.2f MPa < 35 MPa. Hence design is safe.'%(tau_max)\n", + "\n", + "# Flange thickness\n", + "t2=0.5*t1+6## mm (empirically)\n", + "print ' \\n Flange thickness = %.1f mm. Use t=18 mm'%(t2)\n", + "t2=18## mm (adopted)\n", + "tau=Tmax/(2*pi*d1**2*t2/4)## MPa\n", + "print ' \\n shearing of the flange at the junction with hub = %.2f MPa < 15 MPa.'%(tau)\n", + "print ' Values are acceptable.'\n", + "\n", + "#Note - Answer in llast part is calculated wrong in the textbook(error in calculation)." + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.3 Pg 204" + ] + }, + { + "cell_type": "code", + "execution_count": 1, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " length of hub = 111 mm\n", + " \n", + " Force required to shift the connection = 1278.9 N\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import sqrt,pi\n", + "# Given Data\n", + "n=8## no. of spline\n", + "d=52## mm\n", + "D=60## mm\n", + "pm=6## MPa\n", + "mu=0.06## coefficient of friction\n", + "N=320## rpm\n", + "P=20## kW\n", + "\n", + "T=60*10**3*P/2/pi/N## N.m\n", + "l=8*T*10**3/pm/n/(D**2-d**2)## mm\n", + "print ' length of hub = %.f mm'%(l)\n", + "Rm=(D+d)/4## mm\n", + "F=T*10**3/Rm## N\n", + "Ff=mu*F##N (Force of friction)\n", + "print ' \\n Force required to shift the connection = %.1f N'%(Ff)" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.4 Pg 204" + ] + }, + { + "cell_type": "code", + "execution_count": 4, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " for key to be equally strong in shear & crushing - \n", + "\n", + " b= 18.75 mm. Use b=20 mm.\n", + " \n", + " t=26.67 mm. Use t=27 mm\n", + " for key to be equally strong in shear as shaft - \n", + "\n", + " l=110.4 mm. Use l=115 mm\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import pi\n", + "# Given Data\n", + "d=75## mm\n", + "tau=50## MPa\n", + "sigma_c=75## MPa\n", + "print ' for key to be equally strong in shear & crushing - \\n'\n", + "b=d/4## mm\n", + "print ' b= %.2f mm. Use b=20 mm.'%(b)\n", + "b=20##mm\n", + "#2*b/t=sigma_c/tau for key to be equally strong in shear & crushing\n", + "t=2*b/(sigma_c/tau)## mm\n", + "print ' \\n t=%.2f mm. Use t=27 mm'%(t)\n", + "l= pi*d**2/8/b## mm (for key to be equally strong in shear as shaft)\n", + "print ' for key to be equally strong in shear as shaft - \\n'\n", + "print ' l=%.1f mm. Use l=115 mm'%(l)" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.6 Pg 205" + ] + }, + { + "cell_type": "code", + "execution_count": 7, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " shaft diameter = 100.00 mm.\n", + " \n", + " thickness of hub = 50 mm\n", + " \n", + " diameter of recess in flanges = 150 mm\n", + " \n", + " outside diameter of protecting flange = 400 mm.\n", + " \n", + " width of key = 25.0 mm.\n", + " \n", + " length of key = 150 mm.\n", + " \n", + " thickness for square key = 25 mm\n", + " \n", + " Hub length = 150 mm\n", + " \n", + " Number of bolts = 6.00.\n", + " \n", + " Bolt diameter = 18.38 mm. Use db=20 mm for design purpose\n", + " \n", + " Flange thickness = 31.0 mm. Use t=20 mm\n", + " \n", + " permissible bearing stress in flange = 3.21 MPa < 75 MPa\n", + " \n", + " shearing of the flange at the junction with hub = 5.52 MPa < 175 MPa.\n", + " Values are acceptable.\n", + " \n", + " permissible crushing strength of bolts = 19.25 MPa < 60 MPa.\n", + " Hence design is safe.\n", + " \n", + " Thickness of protecting flange = 16 mm\n", + " \n", + " Hub overlap = 3 mm (min)\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import pi,ceil,sqrt\n", + "from numpy import roots\n", + "# Given Data\n", + "P=135## kW\n", + "N=120## rpm\n", + "tau_s=55## MPa\n", + "tau_b=45## MPa\n", + "tau_ci=175## MPa\n", + "sigma_ci=75## MPa\n", + "\n", + "#sigma_cs=2*tau_s## MPa\n", + "\n", + "#Tmax=1.5*Tm\n", + "mu=0.15## coefficient of friction\n", + "\n", + "#SHAFT DIAMETER\n", + "# P= 2*pi*N*Tm/60/1000 \n", + "Tm=P/(2*pi*N/60/1000)## N.m\n", + "# pi*d**3*tau_s/16= Tm\n", + "d=(Tm/(pi*tau_s/16)*1000)**(1/3)## mm\n", + "d=ceil(d)\n", + "print ' shaft diameter = %.2f mm.'%(d)\n", + "Tmax=Tm## N.m\n", + "\n", + "# HUB DIAMETER\n", + "# Tmax=pi/16*((d1**4-d**4)/d1)*tau_h\n", + "tau_h=tau_ci## MPa\n", + "#d1*(Tmax/(pi/16)/tau_h)-d1**4=d**4 -- eqn(1)\n", + "Tmax=Tmax*1000## N.mm\n", + "p=[1, 0, 0, -Tmax/(pi*tau_h/16), -d**4] ## polynomial coefficients from eqn(1)\n", + "d1=roots(p)## roots of poly \n", + "d1=d1[0]## mm (taking +ve value)\n", + "d1=2*d## mm (empirically adopted) \n", + "t1=(d1-d)/2## mm (thickness of hub)\n", + "print ' \\n thickness of hub = %.f mm'%(t1)\n", + "d4=d+t1## mm (diameter of recess in flanges)\n", + "print ' \\n diameter of recess in flanges = %.f mm'%(d4)\n", + "d3=4*d## mm (outside diameter of protecting flange)\n", + "print ' \\n outside diameter of protecting flange = %.f mm.'%(d3)\n", + "\n", + "#Key size & Hub length\n", + "b=d/4## mm (width of key)\n", + "l=1.5*d## mm (length of key)\n", + "print ' \\n width of key = %.1f mm.'%(b)\n", + "print ' \\n length of key = %.f mm.'%(l) \n", + "t=b## mm (thickness for square key)\n", + "print ' \\n thickness for square key = %.f mm'%(t)\n", + "print ' \\n Hub length = %.f mm'%(l)\n", + "\n", + "#Number of bolts\n", + "n=ceil(4*d/150+3)## no. of bolts\n", + "print ' \\n Number of bolts = %.2f.'%(n)\n", + "\n", + "# Bolt diameter\n", + "r2=1.5*d## mm\n", + "F=Tm*1000/r2/n##N\n", + "#(pi/4)*db**2*tau_b=F\n", + "db=sqrt(F/((pi/4)*tau_b))## mm\n", + "print ' \\n Bolt diameter = %.2f mm. Use db=20 mm for design purpose'%(db)\n", + "db=20## mm (adopted for design)\n", + "bolt_dia=db##mm\n", + "\n", + "# Flange thickness\n", + "t2=0.5*t1+6## mm (empirically)\n", + "print ' \\n Flange thickness = %.1f mm. Use t=20 mm'%(t2)\n", + "#F=n*db*t2*sigma_c\n", + "sigma_ci=F/n/db/t2## MPa\n", + "#2*pi*d1**2*tau*t2/4=Tmax\n", + "tau=Tmax/(2*pi*d1**2*t2/4)## MPa\n", + "print ' \\n permissible bearing stress in flange = %.2f MPa < 75 MPa'%(sigma_ci)\n", + "print ' \\n shearing of the flange at the junction with hub = %.2f MPa < 175 MPa.'%(tau)\n", + "print ' Values are acceptable.'\n", + "\n", + "# Check for crushing of bolt\n", + "#n*db*t2*sigma_cb*d2/2=Tmax\n", + "d2=d1+d## mm\n", + "db=bolt_dia##mm\n", + "sigma_cb=Tmax/(n*db*t2*d2/2)## MPa\n", + "print ' \\n permissible crushing strength of bolts = %.2f MPa < 60 MPa.'%(sigma_cb)\n", + "print ' Hence design is safe.'\n", + "# Thickness of protecting flange\n", + "t3=0.5*t2## mm\n", + "print ' \\n Thickness of protecting flange = %.f mm'%( t3)\n", + "# Hub overlap \n", + "ho=3## mm (min)\n", + "print ' \\n Hub overlap = %.f mm (min)'%(ho)" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.7 Pg 208" + ] + }, + { + "cell_type": "code", + "execution_count": 9, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " for key to be equally strong in shear & crushing - \n", + "\n", + " b= 12.50 mm. Use b=15 mm.\n", + " \n", + " t=17.50 mm. Use t=20 mm\n", + " \n", + " for key to be equally strong in shear as shaft - \n", + "\n", + " l=65.45 mm. Use l=70 mm\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import sqrt,pi\n", + "# Given Data\n", + "d=50## mm\n", + "tau=42## MPa\n", + "sigma_c=72## MPa\n", + "print ' for key to be equally strong in shear & crushing - \\n'\n", + "b=d/4## mm\n", + "print ' b= %.2f mm. Use b=15 mm.'%(b)\n", + "b=15##mm\n", + "#2*b/t=sigma_c/tau for key to be equally strong in shear & crushing\n", + "t=2*b/(sigma_c/tau)## mm\n", + "print ' \\n t=%.2f mm. Use t=20 mm'%(t)\n", + "l= pi*d**2/8/b## mm (for key to be equally strong in shear as shaft)\n", + "print ' \\n for key to be equally strong in shear as shaft - \\n'\n", + "print ' l=%.2f mm. Use l=70 mm'%(l)" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.8 Pg 208" + ] + }, + { + "cell_type": "code", + "execution_count": 11, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " design shear stress = 80 N/mm.sq.\n", + " \n", + " design crushing strength = 160 N/mm.sq.\n", + " \n", + " width of key = 6 mm. Use 7mm\n", + " \n", + " thickness of key = 7 mm.\n", + " \n", + " length of key based on shear failure = 29.76 mm or 30 mm\n", + " \n", + " length of key based on crushing failure = 29.76 mm or 30 mm\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import sqrt,pi,ceil\n", + "\n", + "# Given Data\n", + "d=25## mm\n", + "N=550## rpm\n", + "P=12## kW\n", + "sigma_yt=400## N/mm.sq.\n", + "sigma_yc=400## N/mm.sq.\n", + "n=2.5## factor of safety\n", + "\n", + "# P= 2*pi*N*T/(60*10**3)\n", + "T=P/(2*pi*N/(60*10**3))## N.m\n", + "tau=0.5*sigma_yt## MPa\n", + "tau_d=tau/n## N/mm.sq.\n", + "print ' design shear stress = %.f N/mm.sq.'%(tau_d)\n", + "sigma_d=sigma_yc/n## N/mm.sq.\n", + "print ' \\n design crushing strength = %.f N/mm.sq.'%(sigma_d)\n", + "b=d/4##mm\n", + "print ' \\n width of key = %.f mm. Use 7mm'%(b)\n", + "b=ceil(d/4)## mm\n", + "t=b## mm\n", + "print ' \\n thickness of key = %.f mm.'%(t)\n", + "l_s=2*T*10**3/(d*b*tau_d)## mm (length of key based on shear failure)\n", + "print ' \\n length of key based on shear failure = %.2f mm or %.f mm'%(l_s, l_s)\n", + "l_c=4*T*10**3/(d*t*sigma_d)## mm (length of key based on crushing failure)\n", + "print ' \\n length of key based on crushing failure = %.2f mm or %.f mm'%(l_c, l_c)" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.9 Pg 209" + ] + }, + { + "cell_type": "code", + "execution_count": 13, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " \n", + " Maximum transmitted torque = 248680 N.mm\n", + " \n", + " Hub diameter = 72 mm\n", + " \n", + " Thickness of hub = 18 mm\n", + " \n", + " Diameter of recess in flanges = 54 mm\n", + " \n", + " Outside diameter of protecting flange = 144 mm\n", + " \n", + " width of key = 9.0 mm.\n", + " \n", + " length of key = 54 mm.\n", + " \n", + " thickness for square key = 9 mm\n", + " \n", + " Hub length = 54 mm\n", + " \n", + " Number of bolts = 4.00.\n", + " \n", + " Bolt diameter = 5.57 mm. Use db=6 mm for design purpose\n", + " \n", + " Flange thickness = 15.0 mm. Use t=20 mm\n", + " \n", + " permissible bearing stress in flange = 3.20 MPa < 40 MPa\n", + " \n", + " shearing of the flange at the junction with hub = 2.04 MPa < 20 MPa.\n", + " Values are acceptable.\n", + " \n", + " permissible crushing strength of bolts = 12.79 MPa < 82 MPa.\n", + " Hence design is safe.\n", + " \n", + " Thickness of protecting flange = 8 mm\n", + " \n", + " Hub overlap = 3 mm (min)\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import sqrt,pi,ceil\n", + "# Given Data\n", + "d=36## mm\n", + "P=15## kW\n", + "N=720## rpm\n", + "#Tmax=1.25*Tm\n", + "sigma_yt=245## MPa (for C20 steel)\n", + "n=3## factor of safety\n", + "sigma=82## MPa (Design tensile stress)\n", + "\n", + "tau=0.577*sigma## MPa (shear stress)\n", + "sigma_u=200## MPa (for FG 200 cast Iron)\n", + "n2=5## factor of safety (for FG 200 cast Iron)\n", + "tau2=20## MPa shear stress (for FG 200 cast Iron)\n", + "\n", + "# Max. torque transmitted\n", + "#P=2*pi*N*Tm/(60*10**3)\n", + "Tm=P/(2*pi*N/(60*10**3))*1000## N.mm\n", + "Tmax=1.25*Tm## N.mm\n", + "print ' \\n Maximum transmitted torque = %.f N.mm'%(Tmax)\n", + "\n", + "# Hub diameter\n", + "tau_h=20## MPa (permissible shear stress in hub)\n", + "#Tmax=(pi/16)*(d1**4-d**4)/d1*tau_h ...eqn(1)\n", + "d1=2*d##mm (empirically)\n", + "tau_h=Tmax*1000/((pi/16)*(d1**4-d**4)/d1)## MPa\n", + "t1=(d1-d)/2## mm (thickness of hub)\n", + "print ' \\n Hub diameter = %.f mm'%(d1)\n", + "print ' \\n Thickness of hub = %.f mm'%(t1)\n", + "d4=d+t1## mm\n", + "print ' \\n Diameter of recess in flanges = %.f mm'%(d4)\n", + "d3=4*d##mm\n", + "print ' \\n Outside diameter of protecting flange = %.f mm'%(d3)\n", + "\n", + "#Hub length\n", + "b=d/4## mm (width of key)\n", + "l=1.5*d## mm (length of key)\n", + "print ' \\n width of key = %.1f mm.'%(b)\n", + "print ' \\n length of key = %.f mm.'%(l) \n", + "t=b## mm (thickness for square key)\n", + "print ' \\n thickness for square key = %.f mm'%(t)\n", + "print ' \\n Hub length = %.f mm'%(l)\n", + "\n", + "#Number of bolts\n", + "n=ceil(4*d/150+3)## no. of bolts\n", + "print ' \\n Number of bolts = %.2f.'%(n)\n", + "\n", + "# Bolt diameter\n", + "r2=1.5*d## mm\n", + "F=Tmax/r2/n##N\n", + "#(pi/4)*db**2*tau_b=F\n", + "db=sqrt(F/((pi/4)*tau))## mm\n", + "print ' \\n Bolt diameter = %.2f mm. Use db=6 mm for design purpose'%(db)\n", + "db=6## mm (adopted for design)\n", + "bolt_dia=db##mm\n", + "\n", + "# Flange thickness\n", + "t2=0.5*t1+6## mm (empirically)\n", + "print ' \\n Flange thickness = %.1f mm. Use t=20 mm'%(t2)\n", + "#F=n*db*t2*sigma_c\n", + "sigma_ci=F/n/db/t2## MPa\n", + "#2*pi*d1**2*tau*t2/4=Tmax\n", + "tau=Tmax/(2*pi*d1**2*t2/4)## MPa\n", + "print ' \\n permissible bearing stress in flange = %.2f MPa < 40 MPa'%(sigma_ci)\n", + "print ' \\n shearing of the flange at the junction with hub = %.2f MPa < 20 MPa.'%(tau)\n", + "print ' Values are acceptable.'\n", + "\n", + "# Check for crushing of bolt\n", + "#n*db*t2*sigma_cb*d2/2=Tmax\n", + "d2=d1+d## mm\n", + "db=bolt_dia##mm\n", + "sigma_cb=Tmax/(n*db*t2*d2/2)## MPa\n", + "print ' \\n permissible crushing strength of bolts = %.2f MPa < 82 MPa.'%(sigma_cb)\n", + "print ' Hence design is safe.'\n", + "# Thickness of protecting flange\n", + "t3=0.5*t2## mm\n", + "print ' \\n Thickness of protecting flange = %.f mm'%( t3)\n", + "# Hub overlap \n", + "ho=3## mm (min)\n", + "print ' \\n Hub overlap = %.f mm (min)'%(ho)" + ] + }, + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## exa 7.10 Pg 212" + ] + }, + { + "cell_type": "code", + "execution_count": 14, + "metadata": { + "collapsed": false + }, + "outputs": [ + { + "name": "stdout", + "output_type": "stream", + "text": [ + " \n", + " (i) Diameter of bolts = 6.96 mm. Use 8 mm.\n", + " \n", + " (ii) Flange thickness = 10.4 mm. Use t2 = 12 mm\n", + " \n", + " (iii) Length of key = 100 mm\n", + "\t\td=35 mm\n", + "\t\tb=10 mm\n", + " \n", + " (iv) Hub length = 100 mm\n", + " \n", + " shear stress in hub = 12.67 N/mm.sq.\n", + " It is nearly equal to 10 N/mm.sq.\n", + " \n", + " hence design parameters are fine.\n", + " \n", + " (v) Power transmitted = 29.32 kW\n" + ] + } + ], + "source": [ + "from __future__ import division\n", + "from math import sqrt,pi,ceil\n", + "# Given Data\n", + "d=35## mm\n", + "d2=125## mm\n", + "n=6## factor of safety\n", + "T=800## N.m\n", + "N=350## rpm\n", + "tau_s=63## MPa\n", + "tau_b=56## MPa\n", + "tau_CI=10## MPa\n", + "tau_k=46## MPa\n", + "\n", + "# Diameter of bolts:\n", + "F=2*T*10**3/d2/n## N\n", + "#pi/4*db**2*tau_b=F\n", + "db=sqrt(F/(pi/4*tau_b))## mm\n", + "print ' \\n (i) Diameter of bolts = %.2f mm. Use 8 mm.'%(db)\n", + "\n", + "# Flange thickness\n", + "d1=2*d## mm\n", + "#T=pi/2*d1**2*t2*tau_CI\n", + "t2=T*1000/(pi/2*d1**2*tau_CI)## mm\n", + "print ' \\n (ii) Flange thickness = %.1f mm. Use t2 = 12 mm'%(t2)\n", + "t2=12## mm\n", + "\n", + "#Key dimensions\n", + "b=10## mm (width of key)\n", + "t=7## mm (from tables)\n", + "#T=l*b*tau_k*d/2\n", + "l=T*10**3/(b*tau_k*d/2)## mm\n", + "l=ceil(l)## mm\n", + "print ' \\n (iii) Length of key = %.f mm\\n\\t\\td=%.f mm\\n\\t\\tb=%.f mm'%(l,d,b)\n", + "\n", + "# Hub length\n", + "lh=l## mm (length of hub)\n", + "print ' \\n (iv) Hub length = %.f mm'%(l)\n", + "tau_c=T*10**3/(pi/16*(d1**4-d**4)/d1)## N/mm.sq.\n", + "print ' \\n shear stress in hub = %.2f N/mm.sq.'%(tau_c)\n", + "print ' It is nearly equal to %.f N/mm.sq.'%(tau_CI)\n", + "print ' \\n hence design parameters are fine.'\n", + "\n", + "# Power transmitted\n", + "P=2*pi*N*T/60/10**3## kW\n", + "print ' \\n (v) Power transmitted = %.2f kW'%(P)" + ] + } + ], + "metadata": { + "kernelspec": { + "display_name": "Python 2", + "language": "python", + "name": "python2" + }, + "language_info": { + "codemirror_mode": { + "name": "ipython", + "version": 2 + }, + "file_extension": ".py", + "mimetype": "text/x-python", + "name": "python", + "nbconvert_exporter": "python", + "pygments_lexer": "ipython2", + "version": "2.7.9" + } + }, + "nbformat": 4, + "nbformat_minor": 0 +} |