Finding shear force and bending moment in a beam

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Studious_stud
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Homework Statement



Beam diagram with a uniform load of 10 kN/m over the left span, pinned support A at the left end, roller support B, point loads of 10 kN at C and D, spans labelled 4.0 m, 2.0 m and 2.0 m, with cut section at D showing Mx and Vx.


I am attempting to calculate the shear force Vx, and bending moment Mx within the interval C - D of this beam.

Homework Equations



ƩFy = 0
ƩMx = 0

The Attempt at a Solution



I have calculated the support reactions to be RA = 5kN and RB = 55kN

ƩFy = 0

5 + 55 - 10(x-4) - 10 - Vx = 0

ƩMx = 0

5x + 55(x-4) - 10(x-2) - 10((x-4)^2/2) - Mx = 0

I'm really not sure if this is correct or not! Any help would be greatly appreciated :)

Thanks all
 
These are not correct, it is easier to draw free body diagrams which cut through CD about the RIGHT end of the beam. The shear will jump right out at you. And for the moment in between C-D, use D as the origin of your x value, right to left for x.