Question #177744

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.


1
Expert's answer
2021-04-15T07:20:44-0400

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

y=wx24El(L32Lx2+x3)\boxed{y ={ -wx \over{ 24El}} (L^3 -2Lx^2 + x^3 ) } {we used d2ydx2=MEI{d^2 y\over {dx^2}} ={ M \over EI } }

But L = 2l

so putting the values we get

\bigstar

y=wx24El((2l)34lx2+x3)\boxed{y ={ -wx \over{ 24El}} ((2l)^3 -4lx^2 + x^3 ) }



\bigstar maximum deflection 

 we set x = L/2 in the equation and obtain 


δ=5wL4384EI\boxed{| δ | ={ 5wL^4 \over384EI }}

But L = 2l

so putting the values we get

\bigstar

δ=5w(2l)4384EI\boxed{| δ | ={ 5w(2l)^4 \over384EI }}





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