Firstly, thank you so much for the kind initiative you guys are putting for aspirants, it's appreciable, and secondly At 8:16 though Tdb is calculated correctly, instead of mentioning Avn, you've written Avg's value.
this channel is so damn good. plz don't stop even if you are getting less views or less subscriptions. the contents of all the videos are really helpful.keep up ur good work
Yes..the final answer is Tdb 284.198kn Only mistake is they put Avg value place of Avn by mistakenly Same question in my book Nirali publication structural design 1 sppu syllabus
While calculating Atn only quarter of a hole will be considered so a total of half hole will be multiplied to the hole dia i.e ( 60 - 1/2x18)12. Thanks for the amazing work though .
@@APSEDUVERSE yes , sure. I have watched lots of videos , but this video made me clear about tension member design. please make a video on zig zag bolting on the boiler (bolted connection) .You can take the question from the book "Design of steel structure "by Bhavikatti ,example no. 3.4
Hey Bhagyashree, thank you for your feedback. Check our playlist for more videos and you can check our website learn.apsed.in/ for exclusive courses including compression members and all topics in Civil Engineering.
why are u taking ar. of only 1 bolt during finding Anc for design strength in rupture... because there are 5 bolts in question and since all the bolts are in connected section that is 90 mm section..
Yes..the final answer is Tdb 284.198kn Only mistake is they put Avg value place of Avn by mistakenly Same question in my book Nirali publication structural design 1 sppu syllabus
Firstly, thank you so much for the kind initiative you guys are putting for aspirants, it's appreciable, and secondly At 8:16 though Tdb is calculated correctly, instead of mentioning Avn, you've written Avg's value.
Really I was confused because of the same
this channel is so damn good. plz don't stop even if you are getting less views or less subscriptions. the contents of all the videos are really helpful.keep up ur good work
Thank you !
I aggre with You Sibanga Goswami
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This channel give correct , accurate ,easy to understand ,best civil engineering lecture in You tube
Yes..the final answer is Tdb 284.198kn
Only mistake is they put Avg value place of Avn by mistakenly
Same question in my book
Nirali publication structural design 1 sppu syllabus
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after watching this video it's very easy to solve problems
bro where have you been ? you explained it much better than our professor
Best video content!! Easy to understand..keep going
i like the way of teaching without losing any basic concepts
thanku so much
Welcome Alex! Hope you have checked our website where we offer more courses with doubt support : learn.apseduverse.com
Nic. Do not stop uploading videos, Keep doing. It's been useful for many.. Thankyou.
Pure class of explanation
Thanks Prem..!
sir plz make lectures on compression member and flexure member.
Sir aur lecture upload karie sir tension member se related aapka lecture bahut achha laga
I get here with a lot of smile and hope of getting a real information.& I never lost what I need. thanks a lot. keep it up.
Thank you so much..... It's help me lot .plz keep uploading video like this.
Finally, it's in mm and it's understandable!!!! Good vid
You are the boss🙏
Glad you liked it! :)
please lec on compression member
While calculating Atn only quarter of a hole will be considered so a total of half hole will be multiplied to the hole dia i.e ( 60 - 1/2x18)12. Thanks for the amazing work though .
my steel structure design is very poor. only your lecture is helping me to built the concept. so plz make more lecture on steel structure design.
Very nice xplained
excellent explanation sir.plz upload fluid mechanics subject.
Fluid I will take after sometime, right now my priority is environment. I can assure you to cover all the subjects atleast one month ahead of ESE.
thnk u vry much sir for making environment as priority subject
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Your explanation is too good sir
Keep watching
@@APSEDUVERSE Please explain compression members,beams,and bolted beams along with plate girder and gantry girder sir.
Sir .. good fruitful videos. Plzz sir FM ki bhi videos prepare kar do.
Well done bro you are really great humanbeing....i like you video and your work
Thanks Sadanand. :)
You are amazing...keep up the good work
Thanks Nitesh
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Excellent
Really helpful channel
This video is really helpful thank you
Very nice explaination sir.plz make for compression members also
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Nic Video...👌👌👌
This Video is veryyy helpful For me..
Thnxxx....
keep..it..up👍👍
Really thanks
And very useful for me thank you so much 👍
this is very useful thank u.
Great way of explanation.Keep up the good work going
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best channel
Thanks Samar!
Nice
Thanks for this solution
thank you, it's very helpful sir
super sir maja aagya
Super sir
This actually hit me hard😂😎..too good sir!
Ha ha, thanks Shubham. Hope you have checked our site where we have covered the full syllabus : learn.apseduverse.com
great videos
Thanks Ayesha. That's good to hear. Do let your friends also know about the channel. :-)
Hiii Ayesha
fantastic video, thank you so much
You are welcome Dhiraj. Hope you have checked our other lectures and website too.
@@APSEDUVERSE yes , sure. I have watched lots of videos , but this video made me clear about tension member design. please make a video on zig zag bolting on the boiler (bolted connection) .You can take the question from the book "Design of steel structure "by Bhavikatti ,example no. 3.4
Great video. Prying Force (Example) ua-cam.com/video/rojMKP4Ryvw/v-deo.html
Maza aa gaya
Sir in single angled section if the gauge distance is not given. How will we define it?
Sir,u taken Avn as 2280mm2, is it correct???
No, it should be 1632 mm2, I took it by mistake. Thank you for the correction.
Thanks a lot.....
Please make videos for compression members too🙏
Hey Bhagyashree, thank you for your feedback. Check our playlist for more videos and you can check our website learn.apsed.in/ for exclusive courses including compression members and all topics in Civil Engineering.
Sir in the design strength of plate how they divided width
Thanks alot sr
it is vry helpfull for us
Thanks Arun. :)
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why are u taking ar. of only 1 bolt during finding Anc for design strength in rupture... because there are 5 bolts in question and since all the bolts are in connected section that is 90 mm section..
Bro please upload compression members... Exams are Nearing
SS bhavikatti .....num. no. 5.2 page no. 127
Super
This is a q from bhavigatti design of tension members , example 5.1
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Thankyou Sir ! This was very very helpful ! Please continue making more videos !
sir,so many states conduct their psc exams .in this exams FM is more weightage.so plz help us
What is The formula to find guage distance?
how can one solve the unkown s (stagger) question of unequal angle L section
THANKS SIR
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Sir please design of comprasion member pr video dali ya please please
while calculating tdn you have not used the correct value of Avn ...
Shi kaha Bhai.....glt data use kiya h.....sale ne confuse hi krdiya .....aata the uski bhi esi tesi krdi ..... LoLllllllllllll ❌
08:14, there has been writing error in the value of Avn, actual value is 1632, and on solving we get Tdb = 441.783 kN, which is right.
Why block failure is considered in top portion and why not at bottom
Sir how do we calculate g if it is not given in question
Sir while calculating Tdn u have not used correct value of Avn
Hi sir, why did you gat that 6/2 in the net area calculations
Please say sir very fast
That's the centre line length. that way we can avoid the overlap from two sides in calculating the area.
Utkarsh Sharma i was here :)
you have written Avn in place of Avg 8:40
i have a doubt in Anc calculation
there r 5 bolt holes but u deducted only one in the calculation y?
15:14
.
(90-6/2)*6=522 is correct value .. sir ...
Your Anc value is wrong 😌
Avn =1632mm2. u have putted wrong on Tdn
putted? where have you been studying?
yeah sir i confused because of that
Yes..the final answer is Tdb 284.198kn
Only mistake is they put Avg value place of Avn by mistakenly
Same question in my book
Nirali publication structural design 1 sppu syllabus
fu =410 how??
FIRST TELL ME WHERE IS THE QUESTION
Their is mistake taking avn and AVG same
yes, it should be 1632 mm2
i don,t read your hand writing
aisthe bola kr bhhai ...piche rail gaaddi pdi k
handwriting is so bad cant understand anything
sir,so many states conduct their psc exams .in this exams FM is more weightage.so plz help us
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