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Best teacher i have ever seen like her❤❤

Love from nepal❤mem

Sir in my question iam getting d'/D is 0.14 so which graph should I take

Thanks alot for teaching in such an easy way........... very nicely analysed........🙏

Excellent work madam, I understood the concept very clearly.. Thank you🙏..

Thank you Madam

Thank you so much ma'am, your all video lectures help me a lot in DCS.

Mam really big gift this

Thank you mam ❤very nice and clear explanation. Are u using a santoor pen mam 😂 handwriting is good 💯

very grateful for this video😍was searching for this concept a lot thanksssssss

Good lecture, helpful..

Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?

2:38

Please add your wattsapp number.

thank you mam

Very nice mam Aapki kya speed hai

Madam, your concept for Curtailment of Reinforcement Bars through the Middle Strip is partially wrong, with respect to the Continuous Support. It should be 0.30l and 0.15l should be measured from the inner face of the Support. Please rectify me, if I am Wrong, Madam.

Very good presentation madam. Thank u very much

Very nice mam

Ma'am a slight correction it is 3.37+.23=3.6 m

it truly helped me for my one night preparation for design philosophies in my 3rd sem , gr8 !

Need more structural design videos you explanation is lucid and clear, please madam.. I can see you are not active here from last 3 years.. Hope you are doing well and all the best madam, thanks

Modifythegivenmomentxstosuitthepercentageofxsteelalsothefinalcondition muxeq 60knm and muyeq 30knm 36:34

Thanks a lot for lecture, so clear, and detailed anyone can follow up,, one of the best I have ever seen.. Good work hard work 👍👍

Imagine it was some IT coding video it would have got millions of views, civil has got buried in depth time and got outdated there is no value for civil engineering,, you study all this for pleasure of getting worked 24x7x365 for salary of less than a Mason ..... 😂😂 scrap branch , please advise your friends juniors relatives not to do civil unless you wanna fail in life... Especially if they are good in studies and soft in nature,,, those who want to do just go to site and work there for month,, with labour... U will know reality and salary 😅

Thank you mam successfully passed

At 37:06 time, this clause {Over the continuous edges of a middle strip, the tension reinforcement shall extend in the upper part of the slab a distance of O. 15L from the support and at least 50 percent shall extend a distance of 0.3 I.} You have shown in figure from center of support but it was from face of support. anyways thank you for this wonderful video

Thank you so much mam , great topic looking forward to learn more from you, especially next video on slender column.

Thank you sooooooo much. Our lecturer didn't explain this way. I'm having the exam this morning. You're a life saver.

helllo mam , your teaching method is tooo good 👌👌👌 thanks you very much for these video and other

What is the name of the text book she is referring to in the video?

Khud sikh lo phle

you have put fck value 415 instesd of 20

😮‍💨that was tough chapter but ty mam🫶🏻

Ty man such a amazing way of explaining each code with easy ❤ 🙏

Thank you so much ma'am for clearing my concepts.. thanks a lott!

thankyou soo much ma'am

Dhanyvad

Ma’am can u pls share the introduction video which u mention between this lecture

Thank u mam❤️👍🏻

Mam, can you please record more videos on Steel design? Would be very helpful

Madam, do you have any text book authored

Thank you ma'am, God bless you

Ma'am send me your email please ASAP

Thank you shweta mam

Thank you madam, your videos help in refreshing fundamentals

Thank you Madam

Very nice, fast and efficient way of presentation. Maam, can u advice how to use the long and precise way of find "p/fck" without using the SP chart?

What is d name of chart and where can we get it

great content can you also make a video on how to generate p-m interaction curves for all types of short columns