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
Taking coordinate axes x and y as shown, we have for the bending moment at any point x.
Mx = wLx/2 - wx2 /2
And deflection equation becomes
EI d2 y/dx2 = wLx/2 - wx2 /2.
Multiplying both sides by dx and integrating, we obtain
EI dy/dx = wLx2 /4 - wx3 /6 + C1, ------------------ ( 1)
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
And equation 1 becomes
EI dy/dx = -wLx2 /4 + wx3 /6 - wL3 /24 ------------------ ( 2)
Again multiplying both sides by dx and integrating,
EIy = wLx3 /12 - wx4 /24 - wL3 x/24 + C2
The integration constant C2 is found from the condition that y = 0 when x = 0.
Thus C2 = 0 and the required equation for the elastic line becomes
{we used }
But L = 2l
so putting the values we get
maximum deflection
we set x = L/2 in the equation and obtain
But L = 2l
so putting the values we get
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