How to find reaction for propped cantilever?
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First of all you have to find the total load on the beam by multiplying the UDL value with the length of the beam.
The force is symmetrically distributed over the beam hence the vertical reactions on both the supports are equal.
The cantilever end is rigidly fixed On wall…so it gives L÷√2 length to bend
And another end gives L lenght to bend due to force.
Start from L.H.S find the moment by considering the UDL as a point load at the centre of the beam.
Go upto another end by adding up all all moments and quating as zero.
You will find the reaction at one end. And by using that value in the equation of vertical force…you may find another end's reaction.
The force is symmetrically distributed over the beam hence the vertical reactions on both the supports are equal.
The cantilever end is rigidly fixed On wall…so it gives L÷√2 length to bend
And another end gives L lenght to bend due to force.
Start from L.H.S find the moment by considering the UDL as a point load at the centre of the beam.
Go upto another end by adding up all all moments and quating as zero.
You will find the reaction at one end. And by using that value in the equation of vertical force…you may find another end's reaction.
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