Bolted Connection Design Solved Examples Part 1 | Design of Steel Structures

[@manikantagodi3239]

you have explained in the best possible way one can understand bro..keep doing and do a video on design of bolted connections pls

[@RekhaKumari-wk7xy]

You may also like kzbin.info/www/bejne/i52XY56jgqeSiKc

[@csecure6157]

amazing lecture on this topic .thanks a lot sir for such lectures

[@APSEDUVERSE]

You are welcome , Anup. Hope you have checked our website where we offer a lot more : learn.apseduverse.com

[@incredibleindia9844]

Apsed is doing great job. I would like to have complete lecture for ese/gate . Any suggestion.

[@APSEDUVERSE]

Akash Abhishek Hello Aakash, complete lectures are available from our website. Have a look at it : learn.apseduverse.com

[@incredibleindia9844]

@@APSEDUVERSE thanq

[@akashbhorade]

Nice sir Which software have you used for teaching ?

[@Akp530]

Will not we consider block shear failure of plate here?? Plz answer sir

[@nabamrangkanabamrangka2946]

What is shear plane at skunk?

[@sandeepvasukuttan4153]

Respected sir i would like to ask one doubt (shear capacity of bolt of one bolt x 6) in butt joint what is the reason (17:40)

[@RekhaKumari-wk7xy]

You may also like kzbin.info/www/bejne/i52XY56jgqeSiKc

[@UjjwalKumar-]

It is better to mention formula refered from Code Book with table Number

[@vikotolcho2462]

Why do were calculate the force based on pitch in some case and in others we calculate as a whole?

[@tvplaystore3186]

In some books the formula of strength of solid plate is (0.9×Ag×fu/safety factor) for bolted connection can you please clear this doubts why difference in formula

[@seniormuchacho1868]

Please clear the writings so that everyone can understand. Thank you

[@Hypocrite420]

Tdn is calculated per pitch length ,(not the whole length you took) 2.Vdsb and Vdpb will be multiplied by 3only instead of 6 as we consider one side of the joint.

[@2TradesADayofficial]

you must calculate for 6 only not 3 bolts . each plate is involved in all 6 bolts ,If you were to find no of bolts required on the basis of Bolt value and total load . you would get 6 only.

[@dineshahongshangbam7144]

Sir i think in strength of plate only one bolt should consider instead of 3 as critical one should be consider

[@Pradeepkumar-by1dt]

at 9:30 why did you used the ultimate strength of plate instead of the ultimate strength of bolt even though you were calculating the bearing strength of "bolt".

[@v_naveen_9676]

in formula that is fu only.. check IS800;2007 - class 10.3.4

[@Pradeepkumar-by1dt]

thank you bhai..

[@travelvlogger8509]

In calculating bearing stress we r actually taking the projected area of the bolt on the plate, so we need to take the ultimate tense stress of plate not the bolt

[@PankajSharma-lh5yk]

Pradeep kumar I too have the same doubt

[@ashutoshmahapatra4334]

During the calculation of strength of bolt why the lesser value is taken between the shear strength and bear strength.....

[@A.R.S.0909]

i think u missing 0.9 in strength of solid plate

[@2TradesADayofficial]

There is no need for .9 , see clause-6.2 of IS-456 . Here strength is due to yielding of gross section

[@Sam-lv7xr]

Whenever section failure is yielding I.e limit state of serviceability no need to multiply by 0.9

[@kabirdas8801]

@Vishal Gahane dono ka value sam hota hai

[@kabirdas8801]

@Vishal Gahane but edge distance is denoted by 'e' and end distance is denoted by e' ☺ a/c to is456

[@RekhaKumari-wk7xy]

You may also like kzbin.info/www/bejne/i52XY56jgqeSiKc

[@hemantdhaked8530]

Sir, i think you forget to post part-2 of this Lecture 10. i think solution of second example is incomplete.

[@APSEDUVERSE]

Thanks for noticing..I forgot to add it in playlist. Now it is there. You can see the following link also: kzbin.info/www/bejne/q3bTg4ucotFsn68

[@aryanraj3760]

@APSED please provide the lecture of strength of plate in block shear

[@APSEDUVERSE]

Hey Aryan, thanks for showing interest in our lectures. For a complete set of lectures on all lectures visit our website learn.apsed.in; We have exclusive courses for Civil Engineering covering full syllabus with doubt support.

[@orfeaspapaioannou2755]

is it ec3?

[@agajokhio9006]

why we are using least value of kb at bolt connection problem

[@ashutoshmahapatra4334]

Plz describe

[@anishlamsal6022]

why did you add As also ?? In the book, they only take An

[@Premanandjima_haraj]

Formula of end distance is 1.5d°

[@bijobabu9992]

Hw do find 30,60????

[@papipopo1015]

please clear the writings on your presentation, i can't read them clearly, thanks in advance

[@RekhaKumari-wk7xy]

You may also like kzbin.info/www/bejne/i52XY56jgqeSiKc

[@NIOSTMASOLUTION10TH12TH]

Bro d is 180 n

[@ShareInfinity-l7m]

Efficiency???????

[@RekhaKumari-wk7xy]

You may also like kzbin.info/www/bejne/i52XY56jgqeSiKc

[@juhisingh7662]

V p singh.... Nit kkr😂😂😂

[@pankajjoshi5752]

Fu kha se aaya 400

[@Arun_singh01]

bhai jb tune video bnayi hi h to writting to sahi se likh leta....bhai teri writting ki wajh se is video ki bhut ka m ho gyi h

[@ashwinkhairnar1868]

Explanation is nice, but hand writing is not easy to read. Please improve hand writing.

[@APSEDUVERSE]

Digital pen makes it a bit like that. Nevertheless we are trying to improve.

[@vitrovogan9635]

@@APSEDUVERSE it is good