OVERHANGING BEAM WITH POINT LOAD - SLOPE AND DEFLECTION AT FREE END USING DOUBLE INTEGRATION METHOD

[@CivilSAC]

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[@abubakkarmaz3426]

Thnk u sir👍

[@ravipatani3242]

If udl act instead of 10 kn How to calculate late

[@CivilSAC]

It depends on the length of the udl whether it is applied on the full span or on a portion of the beam.

[@muhammadwaleed8146]

Mistake ha is maa boundary condation ma x=10 at y=0 X=20 at y=0* Ye sahi haa

[@CivilSAC]

You can use anyone whichever suits you. The one used in the solution is also correct.