Відео

Excellent sir 👍 thanks you so much

Please tell no of bars in central band

BEST VIDEO. THANKS SIR

Nice explanation thanks

hi madam how to take the DPC in cubic meter,it only squar meter

Thankyou sir it's amazing

Now a days using Fe 500,550 Expecting design of rectangular footing on this subject

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Can we expect on Fe 500,550 in rectangular footing

Now a days using fe 500 and 550 How we design what is formulas

33:00 here you have said that Ast required is 290 but shouldn't it be Ast min i.e. 210 mm^2?

The whole surface of the brick is not covered! Use plates to get right results.

What will be the value of the distribution factor at points B and C if the reactions on these points are fixed?

Thank you very much ma'am👌

Thanks mam

Sir slab ka weight to apne liya hi nahi beam pe

Can we just integrate w(x) to get V and M?

And I like your videos sir

Please sir what if I have negative for one value and then others positive

Very good explanation thanks

Hindi bolo

Sir you didn't divide shear force by 2 Why ?

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how to check two way shear for oneway and twoway eccentric footings

That is not fourth quadrant. Don't teach wrongly

Tomorrow interview , thanks for the video

Pls contact number

sir why delta is zero in span cd

thank you sir i am cse but i can easily understand your lecture

Good buddy

There were no spacers installed between tiles. If you don't put space between tiles, they will start butting each other and eventually pull out. Not a good way to install tiles. IMO.

Sir, name the book of design & writer

Thanks you Sir From India Banglore

Which SANS are you using

Your explanation was amazing

Thank you sir ...very clear explanation

God bless you sir

Sir where it takes live load value

Accha sir

Thank you so much prof. For sharing the knowledge

thankyou

Excellent 👌

Thank you sir, I have understand you very well,but our teacher give us an assignment to calculate error encounted on such a problem if any,so can you explain it to me please 🥺

why can't we just integrate the load w(x) twice to get BMD？

Thank you sir

What are the method to solve indeterminate structure and what are they ?

1.5 m

You not shaked 301

What if the reactions at same support are different? For example, Mba and Mbc are different, What will be the final moment at support B?

thankyou sir today is my exam