Bending Stress in Beams - Problem 4 - Stresses in Beams - Strength of Materials

[@Ekeeda]

Hello Friends Please watch the updated version here - kzbin.info/www/bejne/joWVo5yso52rj7M

[@AdityaKumar-bk7ve]

Brilliant lecture

[@ahaisibwejohn9632]

Perfect work

[@hrushikeshpardhi]

helpful...thanks for uploading !

[@Ekeeda]

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[@iftikharkhan8403]

Sir thanks a lot for clearing our concept which is more imp but can u make videos regarding questions asked in Mumbai university of som sub plizz of recent year's or that type of problems

[@krishnagokulwala4118]

Thankyou

[@gayathrisamudrala1698]

Sir how do we take the cross-section diagram of cantilever if it is given as the beam has a linearly varying cross section of 200mmx200mm at fixed end and 100mmx100mm at the free end . Can we assume that it is a Tsection?

[@nerengen0054]

left ear understanding-100% right ear understanding-0%

[@124-tomaldayutsho9]

Y bar =(72000+4000)÷2000=38!!!

[@rajsingh-ks1uf]

Degree saver..

[@prateeksaxena9100]

Value of yt is 84 and not 44

[@Ali-pw1hu]

isnt M= WL2/8 for cantilever ?

[@Ekeeda]

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[@আমিতোআমিই-দ৮ষ]

normal beam on distribution load

[@tejasgilbile1429]

No its for ssb

[@PrinceSingh-hw4ic]

Kafi mess ho gaya ... difficult to understand in first attempt ...

[@sasisavocations5990]

if we convert 4kn-m to n-mm that would be 4n-mm not 4x10^6n-mm

[@Ekeeda]

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[@sasisavocations5990]

@@Ekeeda sorry that was my mistake I thought it was 4kn/m, he wasn't wrong