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Finding reaction forces for a Beam

  • Thread starter jixnitttt
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  • #2
CWatters
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I might be wrong as it's a long time since I did this..

I think you can forget the roller. Treat as a point. Yes convert the UDL to a point load.

It's not moving so both torques and translation forces sum to zero.

Edit: The answer is "interesting". Can't say more or it gives it away. Have a go and come back if stuck.
 
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PhanthomJay
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Yes, you can always convert distributed loads into their resultant point loads when finding reactions. So what is the equivalent point load for the distributed load and where is it located?
 

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