SLOPE AND DEFLECTION IN A CANTILEVER BEAM BY CONJUGATE BEAM METHOD | POINT LOAD | VARYING SECTION

‪@CivilSAC‬
In this video, we will learn how to find out the slope and deflection in a cantilever beam with varying cross section subject to a point load at the free end. the solution is done step by step for an easy understanding.
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Link to other videos -
CONJUGATE BEAM METHOD FOR SLOPE AND DEFLECTION | INTRODUCTION | CONJUGATE SUPPORT | SIGN CONVENTION
• CONJUGATE BEAM METHOD ...
OVERHANGING BEAM WITH POINT LOAD - SLOPE AND DEFLECTION AT FREE END USING DOUBLE INTEGRATION METHOD
• OVERHANGING BEAM WITH ...

[@CivilSAC]

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[@mohammedadil1446]

update Your mic sir.., voice is troubling

[@vedanshgarg7938]

10:34

[@capone9905]

Will you get the same answer when you find bending moment at A?

[@CivilSAC]

You should get the same answers.

[@OBmusic_]

Deflection at B in real beam = B.M at B in C.B why this formula 100+(2(200)/ 100 +200 (2/3} you should have explained before you continuer @CivilSAC

[@CivilSAC]

This is due to some error in editing.
The deflections at B = bM at B in CB = Area of trapezoid X Distance of CG of trapezoid from B.
I hope you find this helpful.

[@michaelmohammadkazemi1638]

I think the answer is wrong! I tried verifying it with Comsol.

[@CivilSAC]

All the numerical problems are verified and the answers are correct, You can try to solve in StaadPro or ETABS.