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Thank you so much maam I studying civil engineering final year Your all prestress lecture helps me a lot Thanks maam Up thi isiliye ho paya nahi to nahi ho pati maam❤❤ Thank you so much maam

we have exam tomorrow you are gonna reach 1k by tomorrrow congrats mam

great lecture

Thank you, this was very instructive.

generally we take tension at top in the psc but here we taken at bottom i am not uderstanding

A suggestion is that when you introduce a soft ware like this You must have given the sign convention adopted for the axes also.Then only a seeking mind can get why negative sign is used for a down ward load and vice versa

Super voice Madam ❤

5Modul Video mam

Wrong formula for mu

Nicely explained mam

You are genius best teacher ma'am ❤❤ but can you please tell the page no. of these formulas in IS code 😔 Love u ma'am ❤❤❤😊

THANK YOU MA'AM

Excellent explanation

Y u take y=e

Mam would you upload psc box girder design please🙏

Mam are you calculating loss for 1tendon only..?

Thank you ma'am

Nice lectures maam😊

In this question though they have given eccentricity as 100mm why we wont consider while solving?

Super mama thank you

composite T-beam is made up of a pretensioned rib 100 mm wide and 200 mm deep, and a cast in situ slab 400 mm wide and 40 mm thick having a modulus of elasticity of 28 kN/mm². If the differential shrinkage is 100 x 10 units, determine the shrinkage stresses developed in the precast and cast in situ units. Tell me answer sir and madam

thank u

Ma'am 5:10 which code book and which Page number

❤ superb mam.

👌👌

Nice and clear explanation

can we study together

Nice explanation 👍

Good content mam

Mam is the multiplication of factor of safety for given shear force needed

Nice explanation

Thank you so much❤ 🙏🏻

Ur way of explanation very nice 👍

Thank you very much nice lecture

Maan marji dumbfk... laugh n just say general thing without explanation and not knowing at steps you are blank

didn't cleared how the values came and even the formulas are not explained where it came from.

Super mam🙏

Thank you very much mam

Mam neev yaav uru swalpa kannadadallu video maadi malayalam tamil telugu avrella maadathare ne evu maadi

Amma

Thank you very much ma'am i was stuck with those eccentricity sign convention. You cleared my doubts 🙏🙏🙏

e2 value will be 90 I think.

❤️🙏🏽

Nice and neat explaining keep doing this work 👍

Tremendous lecture...are u from Odisha mam ??

Thanks 🙏

thankssssssssssssssss a lotttttttttttttttttttttt

Hello madam. How can I contact you regarding a post tensioning design problem?

Thank You Maidam.🥳

🙏❤️