Moments Q: Determining EI Beam Distribution

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The discussion focuses on determining the moment distribution in an elastic beam with constant EI (Elasticity Modulus times the Moment of Inertia). The moments M_A and M_C are equated to qL^2/18, where q represents the distributed load and L is the length of the beam. This equivalence is derived from static equilibrium principles applied to the cantilevered portions of the beam. Participants emphasize the importance of understanding the static equilibrium conditions to accurately calculate the moments.

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The question I'm attempting to do is part (a):

http://www.picpaste.com/struc1-z7FJMCcF.jpg

which translates to: determine distribution of moment, The beam is elastic and has constant EI throughout its entire length. Now part of the solution looks like this:

http://www.picpaste.com/struc2-8VGlrDU7.png

My question is how the moments M_A and M_C replaced with (i.e. equal to) qL^2/18 in this solution?
 
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Welcome to PF;
My question is how the moments M_A and M_C replaced with (i.e. equal to) qL^2/18 in this solution?
Looking at the distribution in the diagram, it certainly looks like the magnitudes of the moments about A and C should be the same (opposite directions).
Have you tried calculating them?
 
The cantilevered portions of the beam ends were replaced with equivalent moments Ma and Mc using simple statics.
 

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