ಅಣ್ಣ ಕನ್ನಡದಲ್ಲಿ ಹೇಳಿ ಅಣ್ಣ

Sir is question ko steel handbook ke according karwaya gaya h same question ko class me kya iss method se karne par number cut honge kya sir ????

Le Z/0.3 here 0.3 is constant value ?

Total span length is 16m but RA RB length wsd 6.5you said how??

If both the stresses are different then which value should take?

According to code book the value of ISHB thickness of web is 9.1 andISHB [email protected] the value is 9.8 but in code book 10 and 20 ?????

In the question angle is no there but in code book mentioned certain angles?

Bro in end bearing what ever getting the value of n2 that value is also same should be taken to b value or not

If use bearing and intermediate stiffener same process or not

To get like explain the content so start talk something bro

Design a built-up column consisting of two channels placed toe-to-toe. The column carries an axial factored load of 1500 kN. The effective height of the column is 10 m. Design the lacing also. Assume Fe 415 grade steel. Solve karke batao

But hi = RL + BS But you are using Fs and IS Don't understand what formula you are using

What is rl

Thank you this saved our job

i guess strength of weld will be 795.35 N and then 0.795 KN

Why have you selected that particular section u need to explain that...

The maximum path are the means project completion time it’s right

Sir how do we get Cost slope Rs./day? And in step 7: how do we get (300+450)

Sir if it was given that the compression flange of girder is laterally unsupported What would be the changes

Sir , when you were calculating the moment of inertia about z axis why you didn't take the web portion 😊

Sir please explain how did you find the plastic section modulus Zp

Gross area of outstanding leg Ago=(90-6/2)*6=522

Sir, can we take equal angles instead of unequal angles

Lamda formula kaha re bhai Is 800:2007 nhi re bhai 😡😡

Net area of the connected leg (90-18-6/2)* 6 = Just did what the book has...but you should put your brain at least.. 😁

This problem is from which standard book ?????

So nice video but do our civil engineering videos like before ones

Which book are you referring

V³ ka formula kya hai sa usko calculate me kaise nikal lega

Lovely video

Super and beautiful presentation done by you ra i am waiting for your more videos do it ❤❤❤❤ by your batchmate

short & sweet ❤❤

Hi sir excavation is done fully I mean whole area or the size of footing only

Sir k2 value 10 meter 0.084 and 15 also were is in 875

I love the way he teaches

Thank you sir

2nd tdb=441.78 kn

Thanku

thank u so much, all youtubers doing shitty normal qs with all data given, thanks for this solution of this unique Q

How to draw graph of this question

sir how you made the diagram if its nit given in question

Why u should not take tf<100?

Hiw you got LC=200?

sir how can i find Izz i m unable to do it

thank you from Zambia 🇿🇲

Very helpful video sir

The ans of fwd is 795.3 how u have taken 79.53

300 mm is a depth of the secrion Not load.....If ur not aware of it stop doing these videos but don't convey it in wrong

Sir why did you subtracted wind load while calculating total factored load normal to sheeting?

how did you assign length of weld 40mm?