วีดีโอ

Sir.... structural analysis r slope and deflection r video lage..

Sir what if c/a is greater than 3 .table have the moment coefficient values upto c/a=3

Sir I have a question that while calculating the pmax and pmin if the value of pmax comes more than then the SBC of soil then what to do in that case which value should be used for the further calculation.........

How can 1408kn is less than 500kn

Great lecture

Great lecture

Sir, SBC is now less than net pressure. We need to increase the size of footing

While calculating the loss due to creep, it should be multiplied by the elastic modulus of steel but the given value matches when Ec is used. Also I didnt understand why 31.5 as stress in concrete is used for the same calculation instead of 4.8 (stress in concrete worked out before)

Thanks for the informative lecture Watching from BD 🇧🇩

A beam-column joint is subjected to a factored axial load of 500 kN (tension) in addition to the factored moment acting at top and bottom of the column of 30 and 50 kN-m respectively. Effective length of the column may be taken as 3.2 m and that the column is restrained in position at both ends but free to rotate at one end. Assuming fy = 250 N/mm2, design the beam-column section and check the same to conform to the specifications of the code. Sketch the details of the column.

Sir, i cant find your inclined backfill video.. Plz send me the link

Thank you so much 🎉

Thank u very much... Its very usefull... Pls post more design related videos... Thanks

Plz provide details about side face reinforcement.........and sir plz share 3 pile cap design.....

Sir please explain a 3-pile cap

What's the name of your reference please

Very important lecture. Thank u sir

Excellent ❤

sir given question mai 100 bearing at each end diya

Design dog legged stair case (waist type slab) for an office building of 2.6mx4.5m to suit the following data: Height between floor : 3.6 m, Risers = 150 mm, Tread = 250 mm, Length of landing = 2.75m, width of flight = landing width = 1.2m, Provide 100 mm bearing at each end. One end of the flight is resting on plinth beam and other on the landing beam at the end of the flight. L. L. = 4kN/m

Which book you are referred sir?

Thank you sir pl make more videos ....Share your blogs for knowledge ...

pls don't cough so loudly in the mic.

Best expln

Explanation is very poor and miscalculation are to high denotation mistake

Your explanation was nice sir

Check for shear part

Sir, thank you.... This is very useful for us...... Please can you share this theory pdf. For study...... nileshpatil95034@gmail.com

Is that IS 456? In such a case, critical section for pile cap is d/2 for both one & two way shear. See amendment.

It was a nice presentation, which software are you using? Explanation is to the point and crisp.

At 36.45 you just mentioned that side reinforcement for the pile cap is needed . Would appreciate if you could show us how to calculate the side reinforcement of pilecap and why it is needed . Tq

Sir can you please tell me the Name of the Book along with the Writer name that used in this video. Thank You

Hi thanks for this nice class. Can you please share the book name you are referring in this video

(Δf)f = 1-(μα+Kx) here "x" represants what sir

বাংলায় লেকচার দিলে অনেক ভালো হয়, জন্য জিনিস টা ক্লিয়ার ভাবে বুজা যাবে

Hii sr for calculating C1 u have assumed k =1 what will be the value of k when one end fixed other free please tell

That's really helpful

Sir I have a doubt when we need to use table 1 to 4

Sir, can please share 3pile cap design??

If you did something wrong , accept it . Don't make it up

Awesome sir.. Keep it up.

Hello brother, How to check stability of a retaining wall with surcharge load ?

please make a tutorial about shear wall design.

book name please

Thank you Sir

please , tell the name of the book

Very good

Recheck weight calculations for W3....

A built up column consisting of rolled steel beam ISWB 300 with two plates 200 mm x 10 mm connected at the top and bottom flanges. Calculate the safe load the column carry, if the length is 3m and both ends are fixed. Take factor of safety 3 fc = 320 N/mm2 and 7500 1   Take properties of joist: A = 6133 mm2 IXX = 9821.6 x 104 mm4 ; Iyy = 990.1 x 104 mm4

Sir i want this pdf please send me