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"source": [
"Chapter 26: Closed Section Beams"
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{
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"level": 2,
"metadata": {},
"source": [
"Example 26.3 Pg.No.693"
]
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"input": [
"from __future__ import division\n",
"from sympy import solve, symbols\n",
"import math\n",
"\n",
"\n",
"G=20000 #shear modulus (N/mm^2)\n",
"E=G/0.36 #young's modulus\n",
"tau=20 #torque (Nm/mm)\n",
"t=1\n",
"b=200\n",
"a=500\n",
"L=2500\n",
"A=800\n",
"\n",
"#torque at each support \n",
"T=20*5000/2\n",
"\n",
"mu=math.sqrt(8*G*t/(A*E*(b+a)))\n",
"\n",
"z=2500\n",
"F=-1.95/mu*math.cosh(mu*z)+1.75*z**2\n",
"\n",
"z=0 # at mid-span z=0\n",
"theta=10**(-8)*(1.95/mu*math.cosh(mu*z)-1.75*z**2+F)\n",
"print \"twist at mid-span = %1.3f rad = %1.2f degree\"%(theta,theta*180/math.pi)"
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"twist at mid-span = 0.108 rad = 6.20 degree\n"
]
}
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