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Numerical Based Concept : PART - 2 (in Hindi)
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Some more Concepts and Numerical problems

Deep Sangeet Maity is teaching live on Unacademy Plus

Deep Sangeet Maity
->Use Referral code: DEEPSANGEET for 10% off. on PLUS SUBSCRIPTION.. ->YOUTUBER (THE GATE RANKER) ->Top Educator ->99.4%ile in GATE

Unacademy user
Sir aap chai pete pete padha rahe ho kya..?
why did u solve for shear strength? bolt is weaker in tension..then we should solve for tensile strength
sir isme jo Diameter hai woh core diameter hai ya nominal diameter bcoz question main size of bolt pucha hai toh final answer kya aayega. please explain.
Deep Sangeet Maity
10 months ago
Yeh core dia. Hai yeh.... Hmesa minimum dia ke liye design krte hain and d(c) is min.
Deep Sangeet Maity
10 months ago
Question me mentioned rhegaa whether to find core or nominal
sir toh part 4 main joh numerical aapane liya hai waha pe bhi size of bolt pucha hai jo aapane nominal diameter nikala hai. aur yaha pe size of bolt pucha to core diameter nikala hai i m quite confused.
sir , 1 st problem me , jo shear area liya hai wo {π*dc* h} nhi le skte kya....??
make for eccentric load
Yes I'll do it
Chinta korte hobe n
  1. Bolted Joints Numerical Concepts & Problems Lesson-2 Other Courses in MD Clutches Brakes Riveted joints Presented by Deep sangeet Maity

  2. About ME Working as a Design engineer at "Cameron Manufacturing India Pvt Limited (A Schlumberger Company)". . Currently working as "GATE content editor and developer" at "Kreatryx" .Qualified GATE "3" times Qualified "Gate 2018 with 99.4 percentile 779(75.26 marks) gate score" in mechanical stream Qualified "Gate 2017 with 98.83 percentile 726(70 marks) gate score" in mechanical stream I also have an 3+ years of experience of teaching Engineering subjects like Engineering mechanies, Thermodynamies, SOM, HMIT Ex-CADD Engineer at "CADD CENTRE" Passed . . with honours with 76.71%. I am pursuing my MTech in Thermal I have an 2.5+ years of experience as a CADD Engineer. 1 also have worked for "CAD ACADEMY" as a Design engineer for 1 year. . .

  3. t- FOS de FOS 21 d. Syt de Fos in ension

  4. As s umpions No stress concent-rati on, in the Houd supports aneua amountof Aoad 2 Failure occurs in tteHou ads of Hebo! and not nthe threads

  5. strengt of the bou-in shear Fos 2 Fos decore diamet d nomina diameter

  6. so, h=0.4d For shandand co anse thseads the eds ane e by shen and Ture Lre by ^Hension. (h)- 0.4x nomunat height of

  7. Turo plates are fas tened by means oubolls as shoum in bolts . ane made o plain Carbon 30C8 (syt 4 on/mm) and the Fos-s. Deh the size the bolts if, i n The P=5kN

  8. Shear trength of the bel Ss Fos 2x d2 2012.- 1 21

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