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Sir I don't understand that why we substrata 12.5mm from width while we calculating the length of transverse fillet in case of single transverse double parallel fillet weld
At start and stop of welding bead for some distance will not exibit the same strength when compared middle portion of weld bead. This is the reason we add extra length on theortical weld bead length.
L1 calculated As Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) . So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld. Hope it will clear you
Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) . So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld. Hope it will clear you
Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) . So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld. Hope it will clear you
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sir your teaching is excellent can you please upload problems on gear drives so that i can understand clearly,thanking you sir for explaining various problems from various complicated topics
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When we finding the strength of weld, either we need to consider filler material tensile and shear stress values or plate material tensile and shear stress values. Could you please suggest me.
that is not correct for the L1, because thickness of the plate cannot be the leg length of welding and also you subtract it? you must add it man..you are not focusing
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I think longitudinal welding are in shear while transverse welding are in tension. also to get the laod , you need to use Ultimate tensile strength fu. Also the weak axis for the shear is at 45 degree and not the min, thickness as he mentioned. All this exercise should be reviewed. it is not correct
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please. how the value of stresses when fatigue loading are smaller than at static loading i think we should multiply the concentrating factor not dividing on it. also i think we we should calculate the working stresses not using ultimate stresses but in general, thanks alot for your support
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2 questions Are the shear and tensile stresses of the weld or of the plate? If it’s of the welds, where can I find out the shear and tensile stresses of different weld materials? Is there a chart online somewhere?
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Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) . So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld. Hope it will clear you
Dear 自由民主斗士, We request you to translate your message to English for our better understanding. This translation would enable us to give you a prompt reply and clear your doubts soon.
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Sir I don't understand that why we substrata 12.5mm from width while we calculating the length of transverse fillet in case of single transverse double parallel fillet weld
Same problem we have sir please clear this
At start and stop of welding bead for some distance will not exibit the same strength when compared middle portion of weld bead. This is the reason we add extra length on theortical weld bead length.
It should be 75mm
Same bhai
L1 calculated As
Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) .
So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld.
Hope it will clear you
To the person explaining this, ask yourself this question
"Do I really understand this topic well"
Nice lecture Sir,thank you.But you should have explained why did you add 12.5 in L2 and subtract 12.5 from L1.
Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) .
So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld.
Hope it will clear you
19:17 shear must be used instead of tensile stress. Bcoz Ductile materials are used in case of welding.
thank you so mach ..شكرا لك يا مهندس you the best in youtube
sir I didn't get the explanation of value of l1...
Can you explain how did you calculate L1(Length of transverse fillet weld)? It's confusing.
Y he subtract it ...i also didn't get that
Same here not clear about L1.
yes i also didnt understand that.
Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) .
So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld.
Hope it will clear you
Plz uploaded the lecture on revited joint as soon as possible.
Stay tuned with ekeeda channel for more videos.
just unbelievable support,my exm in nxt mth,now i fully clear....thank you so much sir,for this support
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Tq for the step of calculation as done .Good for beginners.
sir your teaching is excellent can you please upload problems on gear drives so that i can understand clearly,thanking you sir for explaining various problems from various complicated topics
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Confusing ..how u calculate L1
Effective length(L1) how it taken plz i want to understand that
Superb explanation 👌🙏
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For this example ,I think all weld stresses are shear stresses .no tension and shear
Thank you sooooo much sir
Sir, how to know when to use section modulus or polar moment of inertia in a welded joints designing problem?
When we finding the strength of weld, either we need to consider filler material tensile and shear stress values or plate material tensile and shear stress values. Could you please suggest me.
I think l1 should be 75+12.5, not subtraction
I think it's only 75mm
@@debrajdas7436 Yes : i must be only 75 mm, Need not to subtract
can u give us the lecture of rivet joint design failures
that is not correct for the L1, because thickness of the plate cannot be the leg length of welding and also you subtract it? you must add it man..you are not focusing
it's not count because of the starting and ending point of welding line have poor quality
Exactly brother
helped a lot in my gtu exams
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Thank you sir
Sir please don't make the videos private.We are not getting the complete knowledge of topic and subject.
I think longitudinal welding are in shear while transverse welding are in tension. also to get the laod , you need to use Ultimate tensile strength fu. Also the weak axis for the shear is at 45 degree and not the min, thickness as he mentioned. All this exercise should be reviewed. it is not correct
Nice
sir can you please upload for different loads like eccentric loading and cantilever?
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sir pls provide civil engg lectures
please. how the value of stresses when fatigue loading are smaller than at static loading
i think we should multiply the concentrating factor not dividing on it.
also i think we we should calculate the working stresses not using ultimate stresses
but in general, thanks alot for your support
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thanks sir for this video
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Sir can you explain double angle connectef
Thanks
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can you tell me procedure for design of weld with in plane eccentric load ???? please
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Sir upload for machine design topic coupling, shaft , pip joint to numerical for VB bhandari book
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Sab book se pad le bta diya
Apni knowledge kya add ki
12.5 kha se aaya please explane it
F=S×A 70×75×12.5 = 65625 how he conveted into N kindly anyone reply.
I think L1 should equal 100 which comes from 75+12.5+12.5
l1 is 75-12.5
Dibyasish Chakraborty how bro
Saikiran Garlapati I think this 12.5 is not the thickness but it is the value for starting and stopping of weld run
Thank u very much bro
12.5 is the constant value for all the problems we can see the problem machine design by R.S KHURMI AND j.k guptha page no 355 example no 10.5
How can I buy ur complete steel lectures
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Sir how to watch your private video please I pass my DOM subject please help me
Sir, please give access to private videos
Sir ek problem ko solve karne ke liye itna long videos ku bnate h please try to take short time ..:)
I will call you.......Mr. THEREFORE! ҈
please explain calculation of l1....i think it must be +
How can you subtract 12.5 from L1
We can add always 12.5 mm for starting and stopping weld
Because it is effective lenght
please explain quickly (2x speed recommended)
design of machine 2 subject lecture video ???
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2 questions
Are the shear and tensile stresses of the weld or of the plate?
If it’s of the welds, where can I find out the shear and tensile stresses of different weld materials? Is there a chart online somewhere?
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L1???
Vb bhandari?
12.5 is thickness
why isn't effective length l1= 75 instead of 62.5?
th-cam.com/video/vFDMaHQ4kW8/w-d-xo.html ...💐
L1 is wrong
Not good explanation, only the gift wrapping is good but no content, fully confusing
Copying step by step from khurmi
yah ..how the hell L1 u got man?\
We recorded your response. We will get back to you shortly.
@@Ekeeda 2 years later (still waiting for the reply)
Just used the previous concept in which you have to add 12.5mm extra in length of the weld ( weld run )for the starting and stopping of the bead . That's why the width becomes greater than the actual length weld ( calculated by design ) .
So, 12.5mm should subtract when We need to find the length of the weld for transverse fillet weld.
Hope it will clear you
@@efsanemuhendis 7 years later, still waiting for their reply hahaha
说的什么卵,实在没听懂
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L1 is wrong