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|
{
"cells": [
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Chapter 2 Parallel Forces in a Plane"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.1 CFP"
]
},
{
"cell_type": "code",
"execution_count": 4,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The magnitude of resultant is 145.465646 Newton (N)\n",
"The direction of resultant is 35.103909 degree\n"
]
}
],
"source": [
"import math\n",
"#Initilization of variables\n",
"P=50 #N\n",
"Q=100 #N\n",
"beta=150 #degree # angle between P & the horizontal\n",
"#Calculations\n",
"R=math.sqrt(P**2+Q**2-(2*P*Q*math.cos(beta*math.pi/180))) # using the Trignometric solution\n",
"Alpha=math.degrees(math.asin((math.sin(beta*math.pi/180)*Q)/R))+15\n",
"#Result\n",
"print('The magnitude of resultant is %f Newton (N)'%R)\n",
"print('The direction of resultant is %f degree'%Alpha)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.2 Addition of concurrent forces"
]
},
{
"cell_type": "code",
"execution_count": 5,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The magnitude of the resultant is 145.465646 N\n",
"The ange of the resultant with x-axis is 35.103909 degree\n"
]
}
],
"source": [
"#Initilization of variables\n",
"P=50 #N\n",
"Q=100 #N\n",
"beta=15 #degree # angle between P& the horizontal\n",
"theta=45 #degree # angle between the resultant (R) & the horizontal\n",
"#Calculations\n",
"Rx=P*math.cos(beta*math.pi/180)+Q*math.cos(theta*math.pi/180) #N\n",
"Ry=P*math.sin(beta*math.pi/180)+Q*math.sin(theta*math.pi/180) #N\n",
"R=math.sqrt((Rx**2)+(Ry**2)) #N\n",
"alpha=math.degrees(math.atan(Ry/Rx)) #degree\n",
"#Results\n",
"print('The magnitude of the resultant is %f N'%R)\n",
"print('The ange of the resultant with x-axis is %f degree'%alpha)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.4 Equilibrium equations"
]
},
{
"cell_type": "code",
"execution_count": 8,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The maximum force that can be applied is 4.015035 kN\n",
"The direction of applied force is 75.000000 degree\n"
]
}
],
"source": [
"#Initilization of variables\n",
"Tac=3.5 #kN\n",
"Tbc=3.5 #kN\n",
"alpha=20 #degree #angle made by Tac with -ve X axis\n",
"beta=50 #degree #angle made by Tbc with +ve X axis\n",
"#Calculations\n",
"theta=math.degrees(math.atan(((Tac*math.sin(alpha*math.pi/180))+(Tbc*math.sin(beta*math.pi/180)))/((Tac*math.cos(alpha*math.pi/180))-(Tbc*math.cos(beta*math.pi/180))))) #degree\n",
"P=Tac*(math.cos(alpha*math.pi/180)-math.cos(beta*math.pi/180))/(math.cos(theta*math.pi/180)) #kN # from eq'n 1\n",
"#Results\n",
"print('The maximum force that can be applied is %f kN'%P)\n",
"print('The direction of applied force is %f degree'%theta)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.8 Equilibrium of a body subjected to two forces"
]
},
{
"cell_type": "code",
"execution_count": 12,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The angle which the force should make with the horizontal to keep the edge AB of the body vertical 53.130102 degree\n"
]
}
],
"source": [
"#Initilization of variables\n",
"lAB=0.4 #m\n",
"lBC=0.3 #m\n",
"#Calculations\n",
"alpha=math.degrees(math.atan(lAB/lBC)) #degree\n",
"#Results\n",
"print('The angle which the force should make with the horizontal to keep the edge AB of the body vertical %f degree'%alpha) #here alpha=theta"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.9 Equilibrium of a body subjected to three forces"
]
},
{
"cell_type": "code",
"execution_count": 13,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The axial force in the bar AC(by aw of concurrent forces) is 781.024968 N\n",
"The axial force in the bar BC(by aw of concurrent forces) is 640.312424 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"F=1000 #N\n",
"lAB=0.5 #m\n",
"lDC=0.25 #m #length of the perpendicular drawn from point C to AB\n",
"#Calculations\n",
"lAC=math.sqrt((0.3)**2+(0.25)**2) #m\n",
"lBC=math.sqrt((0.20)**2+(0.25)**2) #m\n",
"Sac=(lAC*F)/(lAB) #N #by law of concurrent forces\n",
"Sbc=(lBC*F)/(lAB) #N #by law of concurrent forces\n",
"#Results\n",
"print('The axial force in the bar AC(by aw of concurrent forces) is %f N'%Sac)\n",
"print('The axial force in the bar BC(by aw of concurrent forces) is %f N'%Sbc)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.10 Equilibrium of a body subjected to three forces"
]
},
{
"cell_type": "code",
"execution_count": 14,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The force F1 is 439.692621 N\n",
"The force F2 is 326.351822 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"F3=500 #N\n",
"alpha=60 #degree #angle made by F3 with F2\n",
"beta=40 #degree #angle made by F1 with F3\n",
"theta=80 #degree #angle made by F1 with F2\n",
"#Calculations\n",
"# Solving by using law of sines\n",
"F1=(F3*math.sin(alpha*math.pi/180)/math.sin(theta*math.pi/180)) #N #by law of sines\n",
"F2=(F3*math.sin(beta*math.pi/180)/math.sin(theta*math.pi/180)) #N #by law of sines\n",
"#Resuts\n",
"print('The force F1 is %f N'%F1)\n",
"print('The force F2 is %f N'%F2)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.11 Reaction at the hinge"
]
},
{
"cell_type": "code",
"execution_count": 15,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The X component of reaction at A is 4330.127019 N\n",
"The Y component of reaction at A is 1249.674658 N\n",
"The reaction at support A is 4506.848871 N\n",
"The reaction at support B is 1250.325342 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"P=5000 #N\n",
"lAB=5 #m\n",
"lOB=1.443 # m\n",
"alpha=30 #degree #angle made by force P with the beam\n",
"#Calculations\n",
"theta=math.degrees(math.atan(lOB/lAB)) # degree # eq'n 1\n",
"Xa=(P*math.cos(alpha*math.pi/180)) #N #using eq'n 4\n",
"Ya=Xa*math.tan(theta*math.pi/180) #N # from eq'n 3 & 4\n",
"Rb=P*math.sin(alpha*math.pi/180)-Ya # N from eq'n 5# substuting value of Ya in eq'n 5\n",
"Ra=math.sqrt((Xa**2)+(Ya**2)) #N\n",
"#Results\n",
"print('The X component of reaction at A is %f N'%Xa)\n",
"print('The Y component of reaction at A is %f N'%Ya)\n",
"print('The reaction at support A is %f N'%Ra)\n",
"print('The reaction at support B is %f N'%Rb)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.12 Reaction at the hinge"
]
},
{
"cell_type": "code",
"execution_count": 16,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The reaction at support A is 1250.000000 N\n",
"The reaction at support B is 750.000000 N\n",
"The angle that Rc makes with horizontal 53.130102 degree\n"
]
}
],
"source": [
"#Initilization of variables\n",
"W=1000 #N\n",
"OD=0.4 #m\n",
"AD=0.3 #m\n",
"AO=0.5 #m #AO=sqrt((0.4)**2+(0.3)**2)\n",
"#Calculations\n",
"Ra=W*AO/OD #N # The answer of Ra in the textbook is incorrect\n",
"Rc=W*AD/OD #N\n",
"alpha=math.degrees(math.atan(OD/AD)) #degree\n",
"#Results\n",
"print('The reaction at support A is %f N'%Ra)\n",
"print('The reaction at support B is %f N'%Rc)\n",
"print('The angle that Rc makes with horizontal %f degree'%alpha)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.13 Reaction at the hinge"
]
},
{
"cell_type": "code",
"execution_count": 17,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"Tension in portion AB is 4328.394968 N\n",
"Tension in portion BC is 2499.000000 N\n",
"Tension in portion CD is 2499.000000 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"W=2500 #N #This load acts at point B and C.\n",
"alpha=30 #degree # angle made by T1 with +ve y-axis & T2 with +ve x-axis\n",
"#Calculations\n",
"T2=W-(((math.cos(alpha*math.pi/180))**2/(math.sin(alpha*math.pi/180)))-(math.sin(alpha*math.pi/180))) # N # substuting eq'n 1 in 2\n",
"T1=(T2*math.cos(30*math.pi/180))/(math.sin(30*math.pi/180)) #N # using eq'n 1\n",
"T3=T2 #N # By equilibrium eq'n at point C(sumFx=0)\n",
"#Results\n",
"print('Tension in portion AB is %f N'%T1)\n",
"print('Tension in portion BC is %f N'%T2)\n",
"print('Tension in portion CD is %f N'%T3)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.15 Equilibrium of a body"
]
},
{
"cell_type": "code",
"execution_count": 19,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The force P so that the wheel is just to roll over the block is 577.350269 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"d=0.6 #m #diameter of the wheel\n",
"r=0.3 #m #radius of the wheel\n",
"W=1000 #N #weight of the wheel\n",
"h=0.15 #m #height of rectangular block\n",
"#Calculations\n",
"theta=math.atan((math.sqrt(h))/(math.sqrt(d-h)))\n",
"P=(W*math.tan(theta)) #N # dividing eq'n 1 & 2\n",
"#Resuts\n",
"print('The force P so that the wheel is just to roll over the block is %f N'%P)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.16 Equilibrium of a Body"
]
},
{
"cell_type": "code",
"execution_count": 23,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The axial force in the bar AB is 1306.562965 N\n",
"The axial force in the bar OB is 1000.000000 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"Soa=1000 #N (tension)\n",
"alpha=45 #degree #where alpha=(360/8)\n",
"theta=67.5 #degree #angle made by bar AO with AB &AH\n",
"#Calcultions\n",
"Sab=Soa*(math.sin(theta*math.pi/180)/math.sin(alpha*math.pi/180)) # N # Using law of sines\n",
"Sah=Sab #N\n",
"Sob=(Sab*math.sin((180-2*(theta))*math.pi/180))/math.sin(theta*math.pi/180) #N\n",
"#Results\n",
"print('The axial force in the bar AB is %f N'%Sab) #Compression\n",
"print('The axial force in the bar OB is %f N'%Sob) #Tension"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.17 Equilibrium of a body"
]
},
{
"cell_type": "code",
"execution_count": 24,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The reaction at A is 453.153894 N\n",
"The reaction at B is 211.309131 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"W=500 #N #weight of cylinder\n",
"alpha=25 #degree #angle made by OA with horizontal\n",
"beta=65 #degree #angle made by OB with horizontal\n",
"theta=90 #degree # theta=(alpha+beta)\n",
"#Calculations\n",
"Ra=(W*math.sin(beta*math.pi/180))/math.sin(theta*math.pi/180) #N #from equilibrium eq'n\n",
"Rb=(W*math.sin(alpha*math.pi/180))/math.sin(theta*math.pi/180) #N #from equilibrium eqn's\n",
"#Results\n",
"print('The reaction at A is %f N'%Ra)\n",
"print('The reaction at B is %f N'%Rb)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.18 Equilibrium of a body"
]
},
{
"cell_type": "code",
"execution_count": 25,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The reaction at point P is 268.383687 N\n",
"The reaction at point L is 309.902788 N\n",
"The reaction at point N is 1245.048606 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"Wa=1000 #N #weight of sphere A\n",
"Wb=400 #N #weight of sphere B\n",
"Ra=0.09 #m #radius of sphere A\n",
"Rb=0.05 #m #radius of sphere B\n",
"theta=33.86 #degree #angle made by Rq with Wb\n",
"alpha=60 #degree #angle made by Rl with horizontal\n",
"#Calculations\n",
"Rq=Wb/math.cos(theta*math.pi/180) #N #using sum Fy=0 for sphere B\n",
"Rp=Rq*math.sin(theta*math.pi/180) #N #using sum Fx=0 for sphere B\n",
"Rl=(Rq*math.sin(theta*math.pi/180))/math.sin(alpha*math.pi/180) #N #using sum Fx=0 for sphere A\n",
"Rn=((Wa)+(Rq*math.cos(theta*math.pi/180))-(Rl*math.cos(alpha*math.pi/180))) #N\n",
"#Results\n",
"print('The reaction at point P is %f N'%Rp)\n",
"print('The reaction at point L is %f N'%Rl)\n",
"print('The reaction at point N is %f N'%Rn)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.19 Equilibrium of a body"
]
},
{
"cell_type": "code",
"execution_count": 28,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The tension in the string is 66.143783 N\n",
"The angle wich the string makes with the horizontal when the system is in equilibrium is 10.893395 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"P=50 #N\n",
"Q=100 #N\n",
"alpha=30 #degree #angle made by Rq with +ve Y-axis\n",
"#Calculations\n",
"theta=math.degrees(math.atan((P*1/math.tan(alpha*math.pi/180)-Q*math.tan(alpha*math.pi/180))/(P+Q))) #degree\n",
"T=Q/(math.cos(theta*math.pi/180)*1/math.tan(alpha*math.pi/180)-math.sin(theta*math.pi/180)) #N\n",
"#Results\n",
"print('The tension in the string is %f N'%T)\n",
"print('The angle wich the string makes with the horizontal when the system is in equilibrium is %f N'%theta)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.20 Equilibrium of a body"
]
},
{
"cell_type": "code",
"execution_count": 29,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The reaction between the cylinder A and the wall of the channel is 784.797079 N\n"
]
}
],
"source": [
"#Initilization of variables\n",
"theta1=50.5 #degree #is the angle made between BC & and BE\n",
"theta2=36.87 #degree #is te angle ade between BA &BE \n",
"g=9.81 #m/s**2\n",
"Wa=15*g #N\n",
"Wb=40*g #N\n",
"Wc=20*g #N\n",
"#Calculations\n",
"R2=Wc/(math.sin(theta1*math.pi/180)) #N #from F.B.D of cylinder C(sum Fy=0)\n",
"R4=(Wb+R2*math.sin(theta1*math.pi/180))/math.sin(theta2*math.pi/180) #N #from F.B.D of cylinder B(sum Fy=0)\n",
"R6=R4*math.cos(theta2*math.pi/180) #N #from F.B.D of cylinder A(sum Fx=0)\n",
"#Results\n",
"print('The reaction between the cylinder A and the wall of the channel is %f N'%R6)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.21 Equilibrium of a body"
]
},
{
"cell_type": "code",
"execution_count": 30,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The reaction at D due to force of 1000 N acting at B is 500.000000 N\n"
]
}
],
"source": [
"#Initilazation of variables\n",
"F=1000 #N\n",
"theta=30 #degree #angle made by the force with the beam AB\n",
"Lab=3 #m\n",
"Lae=2 #m\n",
"Lce=1 #m\n",
"#Calculations\n",
"Re=(F*Lab*math.sin(theta*math.pi/180))/Lae #N #Taking moment at A\n",
"Rd=(Re*Lce)/(Lab*math.sin(theta*math.pi/180)) #N #Taking moment about C\n",
"#Results\n",
"print('The reaction at D due to force of 1000 N acting at B is %f N'%Rd)"
]
},
{
"cell_type": "markdown",
"metadata": {},
"source": [
"# Example 2.23 Equilibrium of a body"
]
},
{
"cell_type": "code",
"execution_count": 37,
"metadata": {
"collapsed": false
},
"outputs": [
{
"name": "stdout",
"output_type": "stream",
"text": [
"The least force required to just turn the wheel over the block is 866.025404 N\n",
"The angle wich should be made by Pmini with AC is 90.000000 degree\n"
]
}
],
"source": [
"#Initilization of variables\n",
"W=1000 #N\n",
"r=0.30 #m #radius of the wheel\n",
"h=0.15 #m #height of the obstacle\n",
"#Calculations\n",
"theta=math.degrees(math.asin(1)) #degree #P is mini when sin(theta)=1 from eq'n of P\n",
"Pmini=(W*math.sqrt((2*r*h)-(h**2)))/(r*math.sin(theta*math.pi/180)) #N\n",
"#Results\n",
"print('The least force required to just turn the wheel over the block is %f N'%Pmini)\n",
"print('The angle wich should be made by Pmini with AC is %f degree'%theta)"
]
}
],
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|