Shear Stresses In I Section

[@TutorialsPoint_]

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[@bear_d_ris]

I think we can't keep z=b as constant. Because at y=d/2, there won't be any jump in shear stress is we keep z=b as constant. It will be z=B for flange, and z=b for web. Please look into it

[@sanjogbanerjee5735]

I think that's true

[@gyanendrayaadav]

mesmerising explanation sir

[@anantjain2863]

sir how is the width become common that is 'b' ??????

[@sumitmj2071]

it is just a general representation of width , you can take either of the two for the respective shear stress.

[@sagargautam4475]

Explain very easyily

[@sikandarali6476]

Nice

[@neetishkumarc3-227]

Sir why z = ony b?

[@navysonsingh4010]

Z is thickness

[@bear_d_ris]

It is not correct, z=B and z=b should be taken for flange and web respectively since if we keep z=b then there won't be any jump at the junction

[@pacepolyce4859]

an i-section fiber stress developed in the beam to finding

[@ishantej8351]

Sir can i get the derivation for T section

[@calm-soothingpoetry983]

It was great

[@christiannwoke7026]

Hello sir please how can I get the PDF of your textbook?

[@christiannwoke7026]

What is the name of the textbook?

[@moruRichard]

at least for better explanation and use of English in your videos you deserve follow

[@irwanzaidi5955]

Thank you very much sir. U really ease my difficulties

[@maturinaveenchandrareddy4117]

I NEED I SECTION IN HORIZONTAL

[@mahendra_834]

Derivation of i section is dobtable

[@rahulpratapsingh9979]

Meri Baat samaj nhi aati ki logo kya ho gaya hai sub english ke piche bhagg rahe are dosto apne apne hatho se sona gava diya hai☹☹☹☹☹☹

[@er.danishraza9978]

Sir please given solution only t section

[@chowminmomo2216]

❤️

[@jayhalp2451]

Sir how to find the distance 'y'