{ "metadata": { "name": "", "signature": "sha256:d7736c3b733f2dee976dda18085a361ed833c66d2ffff17be44c76a801411ca2" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Ch:14 Keys and couplings" ] }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "exa 14-1 - Page 401" ] }, { "cell_type": "code", "collapsed": false, "input": [ "from math import sqrt, pi, atan, acos, cos\n", "d=40#\n", "r=d/2#\n", "P=6*10**3#\n", "N=350#\n", "sigyt=380#\n", "A=pi*12**2/2#\n", "theta=pi-(2*atan(4/12))#\n", "alpha=180-(theta*pi/180)#\n", "l=2*12*cos(19.5*pi/180)#\n", "A1=l*4/2#\n", "Abcd=(A*141/180)-A1#\n", "A2=A-Abcd#\n", "A3=8*l#\n", "w=2*pi*N/60#\n", "T=P/w#\n", "Pt=T*10**3/r#\n", "sigb=Pt/A2#\n", "#Let shear stress developed in key Tk\n", "Tk=Pt/A3#\n", "FOS1=sigyt/sigb#\n", "FOS2=0.577*sigyt/Tk#\n", "print \" FOS1 is %0.3f \"%(FOS1)#\n", "print \"\\n FOS2 is %0.2f \"%(FOS2)#" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " FOS1 is 4.376 \n", "\n", " FOS2 is 4.85 \n" ] } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "exa 14-2 - Page 401" ] }, { "cell_type": "code", "collapsed": false, "input": [ "n=12#\n", "phi=360*pi/(180*12*2)#\n", "R1=45/2#\n", "R2=50/2#\n", "l=60#\n", "Rm=(R1+R2)/2#\n", "p=6.5#\n", "Pn=(R2-R1)*l*p#\n", "T=Pn*Rm#\n", "T=T*n#\n", "N=400#\n", "w=2*pi*N/60#\n", "P=T*w#\n", "A=(pi*R1*l)/n#\n", "Ts=Pn/A#\n", "Ah=(pi*R2*l)/n#\n", "Th=Pn/Ah#\n", "print \" Ts is %0.2f N/mm**2 \"%(Ts)#\n", "print \"\\n Th is %0.2f N/mm**2 \"%(Th)#" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " Ts is 3.39 N/mm**2 \n", "\n", " Th is 2.98 N/mm**2 \n" ] } ], "prompt_number": 2 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "exa 14-3 - Page 402" ] }, { "cell_type": "code", "collapsed": false, "input": [ "N=360#\n", "w=2*pi*N/60#\n", "sigyt=380#\n", "r=25#\n", "P=40*10**3#\n", "FOS=3#\n", "T=P/w#\n", "Pt=T*10**3/(2*r)#\n", "siga=380/3#\n", "Ta=0.577*380/3#\n", "l1=Pt/(sqrt(2)*12*Ta)#\n", "l2=Pt*sqrt(2)/(siga*12)#\n", "print \" l1 is %0.0f mm \"%(l1)#\n", "print \"\\n l2 is %0.2f mm \"%(l2)#" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " l1 is 17 mm \n", "\n", " l2 is 19.85 mm \n" ] } ], "prompt_number": 3 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "exa 14-4 - Page 403" ] }, { "cell_type": "code", "collapsed": false, "input": [ "N=300#\n", "w=2*pi*N/60#\n", "P=12*10**3#\n", "Ks=1.25#\n", "Pd=P*Ks#\n", "T=Pd/w#\n", "Tas=50#\n", "d=16*T*10**3/(pi*Tas)#\n", "d=d**(1/3)#\n", "d=40#\n", "Ts=10#\n", "d1=(2*d)+13#\n", "x=(d1**4-d**4)/d1#\n", "#Let the shear stress in the key be Tsh\n", "Tsh=T*10**3*16/(pi*x)#\n", "l=3.5*d#\n", "Ft=T*2*10**3/d#\n", "l1=70#\n", "sigak=50#\n", "b=Ft/(l1*sigak)#\n", "t=2*Ft/(100*l1)#\n", "print \" d is %0.0f mm \"%(d)#\n", "print \"\\n Tsh is %0.2f MPa \"%(Tsh)#\n", "print \"\\n b is %0.0f mm \"%(b)#\n", "print \"\\n t is %0.0f mm \"%(t)#" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " d is 40 mm \n", "\n", " Tsh is 3.13 MPa \n", "\n", " b is 7 mm \n", "\n", " t is 7 mm \n" ] } ], "prompt_number": 4 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "exa 14-5 - Page 403" ] }, { "cell_type": "code", "collapsed": false, "input": [ "P=36*10**3#\n", "N=200#\n", "w=2*pi*N/60#\n", "T=P/w#\n", "Tas=45#\n", "d=16*T*10**3/(pi*Tas)#\n", "d=d**(1/3)#\n", "d=60#\n", "d1=(2*d)+13#\n", "l=3.5*d#\n", "Ftk=T*2/d#\n", "lk=l/2#\n", "Tak=40#\n", "sigack=90#\n", "b=Ftk*10**3/(lk*Tak)#\n", "t=2*Ftk*10**3/(sigack*lk)#\n", "n=4#\n", "sigatb=60#\n", "u=0.25#\n", "dr=16*T*10**3/(u*pi**2*sigatb*n*d)#\n", "dr=sqrt(dr)#\n", "print \" d is %0.0f mm \"%(d)#\n", "print \"\\n b is %0.1f mm \"%(b)#\n", "print \"\\n t is %0.0f mm \"%(t)#\n", "print \"\\n dr is %0.3f mm \"%(dr)#" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " d is 60 mm \n", "\n", " b is 13.6 mm \n", "\n", " t is 12 mm \n", "\n", " dr is 27.822 mm \n" ] } ], "prompt_number": 5 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "exa 14-6 - Page 404" ] }, { "cell_type": "code", "collapsed": false, "input": [ "P=16*10**3#\n", "N=1000#\n", "w=2*pi*N/60#\n", "T=P/w#\n", "Ks=1.4#\n", "Td=T*Ks#\n", "Tas=40#\n", "d=16*T*10**3/(pi*Tas)#\n", "d=d**(1/3)#\n", "d=32#\n", "d1=2*d#\n", "l=1.5*d#\n", "ds=1.5*d#\n", "Tak=40#\n", "sigack=70#\n", "Ftk=Td*2/d#\n", "b=Ftk*10**3/(l*Tak)#\n", "t=2*Ftk*10**3/(sigack*l)#\n", "Taf=10#\n", "tf=Td*10**3*2/(pi*Taf*d1**2)#\n", "Ftb=Td*10**3/(1.5*d*4)#\n", "Tab=40#\n", "db=sqrt(Ftb*4/(Tab*pi))#\n", "D=4*d#\n", "trp=d/6#\n", "Ftb1=Td*10**3/(45*4)#\n", "db1=sqrt(Ftb1*4/(Tab*pi))#\n", "print \" d is %0.0f mm \"%(d)#\n", "print \"\\n b is %0.0f mm \"%(b)#\n", "print \"\\n t is %0.0f mm \"%(t)#\n", "print \"\\n db is %0.2f mm \"%(db)#\n", "print \"\\n db1 is %0.2f mm \"%(db1)#\n", " \n", " #The answer to Key thickness 't' is calculated incorrectly in the book." ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " d is 32 mm \n", "\n", " b is 7 mm \n", "\n", " t is 8 mm \n", "\n", " db is 5.96 mm \n", "\n", " db1 is 6.15 mm \n" ] } ], "prompt_number": 6 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "exa 14-7 - Page 404" ] }, { "cell_type": "code", "collapsed": false, "input": [ "P=30*10**3#\n", "N=1440#\n", "w=2*pi*N/60#\n", "T=P/w#\n", "d=36#\n", "d1=30#\n", "d2=2*d#\n", "d3=d1*2#\n", "l=1.5*d#\n", "Dp=3.5*d#\n", "n=6#\n", "Ft=(2*T)/(Dp*n)#\n", "p=0.5#\n", "A=Ft/p#\n", "Lf=d#\n", "dp=A/Lf#\n", "M=Ft*10**3*(5+(Lf/2))#\n", "db=(32*M/(pi*40))**(1/3)#\n", "db=15#\n", "T=(4*526)/(pi*db**2)#\n", "sigb=32*M/(pi*db**3)#\n", "sigmax=(sigb/2)+sqrt(((sigb/2)**2)+(T**2))#\n", "b=d/4#\n", "t=6#\n", "Lf=36#\n", "La=10#\n", "Do=126+30+(2*(5+1))+(2*6)#\n", "print \" sigmax is %0.2f MPa \"%(sigmax)#\n", "print \"\\n b is %0.0f mm \"%(b)#\n", "print \"\\n t is %0.0f mm \"%(t)#\n", "print \"\\n Lf is %0.0f mm \"%(Lf)#\n", "print \"\\n Do is %0.0f mm \"%(Do)#" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " sigmax is 36.77 MPa \n", "\n", " b is 9 mm \n", "\n", " t is 6 mm \n", "\n", " Lf is 36 mm \n", "\n", " Do is 180 mm \n" ] } ], "prompt_number": 7 } ], "metadata": {} } ] }