Find the equation of the elastic curve and its maximum deflection for the horizontal, simply supported,
uniform beam of length 2l metres, having uniformly distributed load w kg/metre.
Let 2l = L
and substitute the values in the last
"\\bigstar" Taking coordinate axes x and y as shown, we have for the bending moment at any point x.
Mx = wLx/2 - wx2 /2
"\\bigstar" And deflection equation becomes
EI d2 y/dx2 = wLx/2 - wx2 /2.
"\\bull" Multiplying both sides by dx and integrating, we obtain
EI dy/dx = wLx2 /4 - wx3 /6 + C1, ------------------ ( 1)
"\\bull" Where C1 is an integration constant. To evaluate this constant, we note from symmetry that when x = L/2, dy/dx = 0. From this condition, we find
C1 - wL3 /24
"\\bull" And equation 1 becomes
EI dy/dx = -wLx2 /4 + wx3 /6 - wL3 /24 ------------------ ( 2)
"\\bull" Again multiplying both sides by dx and integrating,
EIy = wLx3 /12 - wx4 /24 - wL3 x/24 + C2
"\\bull" The integration constant C2 is found from the condition that y = 0 when x = 0.
"\\bull" Thus C2 = 0 and the required equation for the elastic line becomes
"\\bigstar"
"\\boxed{y ={ -wx \\over{ 24El}} (L^3\n -2Lx^2\n + x^3\n) }" {we used "{d^2\ny\\over {dx^2}}\n ={ M \\over EI }" }
But L = 2l
so putting the values we get
"\\bigstar"
"\\boxed{y ={ -wx \\over{ 24El}} ((2l)^3\n -4lx^2\n + x^3\n) }"
"\\bigstar" maximum deflection
we set x = L/2 in the equation and obtain
"\\boxed{| \u03b4 | ={ 5wL^4 \\over384EI }}"
But L = 2l
so putting the values we get
"\\bigstar"
"\\boxed{| \u03b4 | ={ 5w(2l)^4 \\over384EI }}"
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