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Calculate the support reactions for the following. Fig,

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First change UDL in to point load. 

Resolved all the forces in horizontal and vertical direction. Since roller at B (only one vertical reaction) and hinged at point A (one vertical and one horizontal reaction). 

Let reaction at hinged i.e., point B is RBH and RBV, and reaction at roller support i.e. point D is RDV Let ∑H & ∑V is the sum of horizontal and vertical component of the forces ,The supported beam is in equilibrium, hence

∑H = ∑V = 0

RH = RBH = 0

RBH = 0 ........(i)

∑V = RBV –50 –5 – RDV = 0

RBV + RDV = 55 .......(ii)

Taking moment about point B

50 × 0.5 – RBV × 0 – RDV × 5 + 5 × 7 = 0

RDV =12 KN

Putting the value of RBV in equation (ii)

RBV = 43KN

Hence RBH = 0, RDV = 12KN, RBV = 43KN.

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