sir ky hee padaya hai aapne sach me 12th ke baad kisi teacher ne aasa kabhi nhi pdaya. sir meri maths shru se hee mst thi 10th me 99, 12th me 92 or engineering clg me back 🙄😭 but aasa lag rha syd wapis top krne ka time aa gya thankyou so much sir love from ajmer ❤
as an archi std lecture made it confusing but u made it easy to understand civil module.....also for member AB dont we have to find Tdn??? since it is acting like double cover butt joint😅
There will be single shear plane in fig 2 and double shear plane in fig1. Sir pl. Reply me that am I wrong or right ? At last You have very good idea of teaching .thank you sir
I really Like the patience with which you guide throughout and If i had the opportunity to give Oscar in teaching.. U should be nominated
🥰 Thank you for your kind words
Apke jaisa teacher aaj tak nhi mile. Thankyou so much for explaining each and every point .i really needed to have a teacher like you. .
sir ky hee padaya hai aapne sach me 12th ke baad kisi teacher ne aasa kabhi nhi pdaya.
sir meri maths shru se hee mst thi 10th me 99, 12th me 92 or engineering clg me back
🙄😭 but aasa lag rha syd wapis top krne ka time aa gya thankyou so much sir
love from ajmer ❤
as an archi std lecture made it confusing but u made it easy to understand civil module.....also for member AB dont we have to find Tdn??? since it is acting like double cover butt joint😅
Sir, this video helped me a lot. Thanks a lot!
I'll just say thank you thank u thank u and no words to say
Wow great sir 💯💯💯💯
Superb explanation thank you Sir
great explain 🎉🎉🎉🎉
Good explanation sir ji❤️❤️❤️❤️❤️❤️👍👍👍👍👍👍👍👍👍
Well explained sir🙌🙌
Sir next video plz on ...ecentric connection.
Sir, this video really helped me a lot... Can you please suggest the reference book that helped in solving this problems..
You have done a nice job!
Wish this was in English but still useful
For Fig 1:- 2 shear planes
for Fig 2:- 1 shear plane
Thank you sir ❤
Sir truss joint ka welded connection ka bhi design problem bhi karwa do..
Hi I need note
awesome explain sir.
You are G.O.A.T
There will be single shear plane in fig 2 and double shear plane in fig1.
Sir pl. Reply me that am I wrong or right ?
At last You have very good idea of teaching .thank you sir
Right 👍
Sir for axial compression load ho question paper me to wo kya factor load hota hai ?
Why did u not consider the tensile capacity of the gusset plate ?
same question
We have to find out no of bolts ,and already gusset plate is selected in the question
@@riteshpatil936 ok
Thank youhhh sir😍🔥🙏
Thank you sir ji abhi half hour me paper hai 😂
Dhanyavaad
Love and respect to the power n.
sir effecincy ka furmula steel code IS800 : 2007 me kis page par hain ye nahi mil raha hai bata dijiye
Sir es mai tearing of plate calculate nhi krygy ????
Fig 1 main 2 shear plane...fig 2 main 1 shear plane
👍
Why u don't find tensile strength of main plate in this ???
Isme end distance mein diameter of hole ni lia ?
Fig 1=2
Fig 2=1
sir plz give us a VIDEO OF DESIGN OF TIMBER
End distance at 6 :00 should be 2d° not 2d
X cellent sir
Awsome bhai
sir inka pdf mil skta he kya
Fig 1 : 2
Fig2: 1
How to check the buckling resistance of gusset plate
Sir Can You Please Provide Me Problem Solution pdf file..,It will be very helpful for my exams..!!
+1
plz bhava
One angle and two angle samajh nahi aaya sir , issko aap 3D me samjha dijye
fig. 1=2
fig. 2=1
sir notes provide krdo
best videoo
Fg 1- 2
Fg-2 -1
e=(2 x diameter of hole) lena tha lekin apne diameter of bolt kyu liya?
Plate ki tearing capacity consider kiun nahi karenge
Tearing 'main plate' ki nikalte hai, na ki 'cover plate' or 'gusset plate' ki, so yaha angle section hai so uski nahi nikalte
Bharat Kumar Dheeryan
Couldn't understand. I wish it were in English.
Vdsb ka formula Wrong hee You can Checkout in Is Code Pg no. 75
ha bhai fub krle vha
1 me 2 2 me 1
Fig 1- 2
Fig 2-1