Sir Aap to supper best ho🙏 Very easily explained.....Keep continue.All lectures are connected to each other with basic to complete conceptual ( Deep knowledge step by step) Thankyou Sir😊
Solid plates fail in yield you've calculated for rupture in efficiency and again in shear plane not 8 it should b 2 sir...but your videos r very good sir with detailed solutions keep it up.. m subscriber
11:07 sir vo ns = 2 hi hoga kuki udhr jo ns and nn hota vo no. of shearing planes signify krta h toh plane toh do hi bnenge, ek upr waale cover plate and main plate ke through and dusra neeche waale cover plate and main plate ke through
In is800 2007 code nn is number of shear palnes with threades intercepting shear plane it mean how many shear planes are there.. in single shear only 1 shear palne and in double shear 2 shear palnes but you take the number of bolts why
Sir here no of bolts equal to 8 . 4 bolts are one side of the plate and next 4 are in other side of the plate so sir why you take total no of bolt 4 here
Sir jb hmlog number of bolt find krte Hai too Jo value Aata Hai vo to one side ka Aata Hai ........ But jb HM usko count krenge TB bhi to one side ka hi n count krenge... Likin aap number of bolt 4 liye Hai ,,, Plz reply sir it's makes a lot of confusion..
33:00 you've also gave the wrong formula of strength of solid plate Tsp =(Ag*Fy)/Ym1 . yhan 0.9 nhi hoga sath hi Ym1=1.1 hota na ki 1.25. Fy=250 mpa hoga ...so Tsp= 518..18 KN hoga ,,,, wrong formula given by you👎👎👎👎
No, he is right and you are wrong 'cause you are using the formula of Design st due to yielding Here design st due to rupture is used Everything is correct here, don't try to mislead without sufficient knowledge Have some common sense
Agar sir main plates ki thickness different hogi jaise ek ki 10 mm h or dusri ki 18mm or hmne packing plate b use ki hogi to t kese select krenge tensile strength find out krne ke liye ???
Sir i have a doubt in this question The plates of a boiler are 10mm thick, connected by M16 bolts of grade 4.6 at a spacing of 50mm. If it is a lap joint, determine the efficiency of the connection..
Sir how to calculate load carried by joint and efficiency if the thickness of cover plate , M20 bolts ,thickness of main plates and 4.6 grade is given? Plz reply sir
Sir i have a doubt in using the fu in shear capacity .. in code book it is fu but u r using fub ...when it comes to bearing u r using fu only which is in code book clear it sir! Tq
Design strength of plate is the min of (yielding and rapture ) but you take only in rapture which is greater than strength in yielding ... So the efficiency of joint is wrong ...
You have make a mistake to calculating Tsp (gross yeilding) , here must be use of Ym0(gamma m0) instead of Ym1 and also not multiplied by factor of 0.9 as we use in tension.
Sir in previous question why u could not multiple Nn with number of bolts but here u multiplied ..sir plz remove this confusion ....? Where we have to multiple Nn with number of bolts ? Plzzzzzz sir reply
He is explaining everything with so simplicity and clarity...thanks for this type of videos!
You are just awesome sir 🙏Thank you.. These videos had been helping me for last 2 years😇
Sir u teaches every single doughts in very clear manner ..❤ plz accept my special thanks
We need this type of lecture at our NIT. thanks sir.
Brother me karnataka se hu app bahuta ache se padate ho
You explain each and every term clearly your vidio is useful i study DSS through your vidios . Thanku so much sir
Ha if u wanna fun with kashmiriii boy then reply me 😊🥰
Your explain way is amazing thank you so much sir for this video 🙏🙏🙏❤️❤️
Clear cut explanation. excellent sir
Thankyou so much
Watching video from nepal🇳🇵🗻
Ur video is really helpful and appreciateable❤
Sir Aap to supper best ho🙏
Very easily explained.....Keep continue.All lectures are connected to each other with basic to complete conceptual ( Deep knowledge step by step)
Thankyou Sir😊
your explain way is amazing
Thank you uploading these videos, it's really helping me
Amazing 👌 , so simple way!
Plz upload High friction bolt numerical as soon as possible 🙏🙏
Great lecture! Thank you sir
Very Impressive and Very helpful !
Thanku sir outstanding lecture...🙏
at 29:23 Ym1=1.1 you made mistake at the place of 1.1 you take 1.25. Ymb=1.25 Ym1=1.1 , so Tdn=587.716 👍 anyway nice explanation 👍
if anyone notice that and if I'm wrong then correct me
Check IS code page no.32 and 31 properly 😅
@@devil-pi7lp yeah I've seen there that why I write
@@surykantchaudhary5138 nope you are wrong brother!
m0=1.1 and m1=1.25
@@rijanadhikari967 hey check the IS 800:2007 page no may be 16
Solid plates fail in yield you've calculated for rupture in efficiency and again in shear plane not 8 it should b 2 sir...but your videos r very good sir with detailed solutions keep it up.. m subscriber
Sir for find out the value of strength of solid plate(Tdg) we will take fy , fy=250Mpa and also take partial safety factor 1.1
Am I right sir?
Thanks you sir. Explain way is nice👍👏😊 again thank you sir
Amazing explanation ...thank u sir..
Sir thank you so much for helping students ❤️✨
You are god sir .tysm 👍👍👍
Sir when we calculated tnb you put value of fub 410 for plate but in code or book prefer value for bolt 400 ???
Yes sir reply to this as soon as possible
It's confusing
I got the exact same doubt?? Help me out
Yeah exactly....he took fu where he should take fub
Glt liya h, fub lena tha mtlb 400 unhine fu le liya plate ka
Good explanation
11:07 sir vo ns = 2 hi hoga kuki udhr jo ns and nn hota vo no. of shearing planes signify krta h toh plane toh do hi bnenge, ek upr waale cover plate and main plate ke through and dusra neeche waale cover plate and main plate ke through
Sir for t value in Vnpb if cover plates value is less, then should we take sum of the cover plates or single cover plate value for t
You are great sir
Gg it really helped me solving this problem 😅
Once again fabulous 🙂🙂🔥🙏
Sir....
Lacture ka pdf v provide krwa dete to bahute badheya hota
Thanks u so much sir for this video
excellent work!
Sir, double cover butt joint mei shank's portion i.e ns×Asb ka value used karengge ya nahi ?
thank you sir
In IS code fub is used to calculate tension capacity clause 10.3.5
In is800 2007 code nn is number of shear palnes with threades intercepting shear plane it mean how many shear planes are there.. in single shear only 1 shear palne and in double shear 2 shear palnes but you take the number of bolts why
that's what i'm confused about
Thanku for this vedio
Sir agar humko main plates ki thickness different given hogi , kya tab thickness(t) ke liye humko dono ki value add krni h ya min. Leni h??
Youre great sir
Good effort
Wow M waiting for this video 👍 thanks
Sir here no of bolts equal to 8 . 4 bolts are one side of the plate and next 4 are in other side of the plate so sir why you take total no of bolt 4 here
Same doubt
Sir if we 2 thicknesses of main plates what should we do
Dhanyavaad
Is An formula in the code book sir
Sir jb hmlog number of bolt find krte Hai too Jo value Aata Hai vo to one side ka Aata Hai ........
But jb HM usko count krenge TB bhi to one side ka hi n count krenge...
Likin aap number of bolt 4 liye Hai ,,,
Plz reply sir it's makes a lot of confusion..
What if we are told to find safe load for the same question? is it same as design strength
Thanks bro ,
33:00 you've also gave the wrong formula of strength of solid plate Tsp =(Ag*Fy)/Ym1 . yhan 0.9 nhi hoga sath hi Ym1=1.1 hota na ki 1.25. Fy=250 mpa hoga ...so Tsp= 518..18 KN hoga ,,,, wrong formula given by you👎👎👎👎
ha glat bataya hai , mai v confused ho gya tha
No, he is right and you are wrong 'cause you are using the formula of Design st due to yielding
Here design st due to rupture is used
Everything is correct here, don't try to mislead without sufficient knowledge
Have some common sense
Mujhe bhi galat lag rha
Agar sir main plates ki thickness different hogi jaise ek ki 10 mm h or dusri ki 18mm or hmne packing plate b use ki hogi to t kese select krenge tensile strength find out krne ke liye ???
Sir i have a doubt in this question
The plates of a boiler are 10mm thick, connected by M16 bolts of grade 4.6 at a spacing of 50mm. If it is a lap joint, determine the efficiency of the connection..
Width of plate is not given
sir in Tsp why we should consider fu why not fy?
agar lap joint diya ho... aur thread se related kuchh v na diya ho to.... kaise krenge.. ushko v pura... threads manege??
Sir F ub ki value Is code ke kis page pe milegi
sir why we are calculating tensile capacity of bolt
Sir is code 800-2007 me jo tension strength ke formula h us me fu ki jagah Fub de rakha h or aap ne question me fu liya h. Pls chek once again.
Yes sir reply to this as soon as possible !
Confused with same doubt!!
Tq 😍
Sir i isme 34:25 pr factor of safety 1.10 nahi hoga kya . Please reply
Yes
Sir at 12:58 we calculate Anb as there are 4 bolts.. So why didn't we multiply this Anb into 4 times?
@Vishal Gahane so should we keep the nn as 2 while designing double cover butt joint?
Thnk uu🙏
what must be the efficiency according to IS codes
Sir solve one problem on efficiency of the joint with zig-zig
Where can i get the notes?
An ki value ka formula IS code ke kon se page pe hai
Thanks bhai
Sir how to calculate load carried by joint and efficiency if the thickness of cover plate , M20 bolts ,thickness of main plates and 4.6 grade is given?
Plz reply sir
Sir one doubt I study design strength of solid plate solve with tdg clause 6.2 page no. 32 its right or not
Correct
Bro ye Tsp =.9agfu/yml formula kha h??
Sir i have a doubt in using the fu in shear capacity .. in code book it is fu but u r using fub ...when it comes to bearing u r using fu only which is in code book clear it sir! Tq
@Pratik Ghimire tq sir
Design strength of plate is the min of (yielding and rapture ) but you take only in rapture which is greater than strength in yielding ...
So the efficiency of joint is wrong ...
**PLEASE NOTE**
Sir, In shearing strength the area calculated is wrong therefore the Vdsb is 461.14 kN
gema ml ki value 1.1 hai na ?
33:13 formula for Tsp is wrong in IS 800 at page 32 section 6 (6.2)
check for block shear failure??
Kdkkkk
how is FE 410 ka fu 410 pls explain
10:5 pe se total 8 bolts hai na ?????
Sir please make more videos
Sir on is code tensile strength is given by 0.9An fub /1.25 not fu???
When u r calculating Tensile Strength of *Bolt* u will take (fub)
When u r calculating Tensile Strength of *Plate* u have to take (fu)
Sir then why we shall take fu for calculate bearing strength of bolt?
According to concept we have to use fub to find out bearing strength of Bolt
And for lap joint what is design strength of connection?
Plz watch problem 1, explained for lap joint:- th-cam.com/video/V_I7u19szic/w-d-xo.html
You have make a mistake to calculating Tsp (gross yeilding) , here must be use of Ym0(gamma m0) instead of Ym1 and also not multiplied by factor of 0.9 as we use in tension.
Tsp ke formula mai 0.9 hai? Please check kro?
Bearing strength of bolt me fub lenge ya fu lenge
Fub
plz checked the value of Vdsb
Design strength of bearing is 41.72KN not 417.2KN.
Sir in previous question why u could not multiple Nn with number of bolts but here u multiplied ..sir plz remove this confusion ....? Where we have to multiple Nn with number of bolts ?
Plzzzzzz sir reply
In last problem Nn=0..and we have to calculate just no. Of bolts ..
Sir shear strength & tension strength me ans ko 4 se multiply q nhi kiya
Sir total no of bolts are 8 why you take 4 ??
Pitch distance ka formula:
p= 2.5*d or p=2.5*do ?
Verify krke boliye sir
2.5d bro not do and do is used in end distance (minimum e=1.5do )
d
Sir kb ki value 0.5 hogi
Total no of bolt is 8 or 4 plz help
Sir ye pura lect h
Sir problem 3 ka padhai ye na
Why didn't he find Tdg?
✅✅✅✅✅✅
Tumara Notes chahiyay??
Yield strength formula wrong
bhai paper me ni aata esa kuch bhi mat pdhna. A B C sikhata hai
Which board are you studying??
Lajwaab ho yaar tm