Design of Purlin Example

[@kishanraghavani5170]

Thnx. For i have all topic clear after watch this videos...

[@harochoudhury3357]

dear friend I went through u r videos on truss 1,2&3 .no doubt it is very helpful to the structural engineering student. these r used in high profile projects where senior engineers r appointed.but now a days the peoples r depending up on local fabricators for need of Iron structural sheds ex: sheds for poultry form 40'wx150'Lx10-15' h or work shop sheds,utility sheds ,.combined garages, like wise request/suggest to give some broad idea to the beginners to know about the size of material used in truss standing poles according to span and space of truss it is not a engineering view point however the fabricators, and customers will be much satisfied thanks expecting early reply and planing for new video accordingly

[@shivanandsgopai6384]

Great explanation.

[@sursaajan6021]

Super mind blowing amazing sir ji

[@zubairarshid3849]

bro thanks alot. but should we find the bending and shear for checks??

[@sursaajan6021]

Amazing sir super

[@LikesHiFi_with_Aman]

Please update plate girder video sir... Your videos are much helpful for us...

[@anandbharti2327]

Pura doubt clear ho gya

[@civilengineering1648]

Sir AAP ka video bahut acha h column ka bhi video banaiye

[@civilengineering1648]

Sir pannel point kese nikalte h

[@ashishdharia4965]

Please explain in detail classification of member Semi compacted, compacted etc.. different effects of members..

[@anandbharti2327]

Nice video.....

[@vinaybhardwaj322]

sir ji stiffner or column base or strut in topic pe bhi video banane ki kripa kijiyega......nice explanation sirji,☺️

[@swapnilvarekar4110]

We will share your channel definitely , but please help us whatever is required about steel structure

[@thesamuel6958]

Sir plz solve one more example of purlin and upload immediate as possible..

[@yeshwanthgurrapu2421]

yes

[@devvv4616]

So the angle of the roofing isn't accounted in the computations?

[@bylappah6665]

Sir, i have a doubt, can u tell why only live load is considered for actual defection , why not wind load and dead load.

[@intkhabalam6474]

Sir please is question kk complete kijiye. Is truss ke liye built up column and footing ki design pr bhi video bna dijiye

[@rohits258]

Thank u for ur videos of Roof truss Part 1 and 2 but in part 3 you have not explained about load combinations if DL, LL, WL are given and also you have not explained how to design a purlin when all the loads are given, please sir I request you to explain it briefly.

[@yeshwanthgurrapu2421]

sir liked and subscribed explain few more problems on it

[@shubhamsrivastava5371]

angle section ar i section ek hi hota h kya....

[@azharbashirsofi6810]

can we get a video for I-Section design?

[@ashishark]

SIR Mz ka formula pl/10 correct hai kya?

[@pranavgupta1416]

DO THESE FORMULAS APPLY FOR ENGLISH UNITS (LB, KIPS, FT, INCH) ??

[@chandrasekhardutta1814]

Why the moment is wl²/10? Pls explain that.

[@samynathan8785]

Purlin is considered as continues beam hence moment calculated as (w*l*l)/10

[@AnishDangolyestheweirdone]

Choosing bolts for cleat connection.

[@shikhabibra765]

sir design of roof truss bhi btado

[@pranjalsarma5388]

Sir kindly do the design based on the values you by load calculation in the part 2 video

[@doreamon5m299]

Please make all topics videos of steel structures please

[@Unknown_98066]

ThaNks Please Make Videos On 1)Steel water Tank (including elevated tank) 2) Deck Type and Through Type Steel Bridge...... pls pls pls ....

[@Unknown_98066]

ThoDa ZalDi KarDo Sir Ji Sem. Ka Exam Aane wala Hai PLEASE

[@Unknown_98066]

ThanKs Sir We'r WaitinG ....

[@Abhik4117]

How to calculate Mpz and Mpy.......which we will use to find design Bending strength?

[@Abhik4117]

Technical CiviL .......See my question carefully.........I haven't asked Mdz

[@nandiniderasari9275]

Can you please explain that how to select the ISA section from steel table. i mean on the basis of which criteria

[@meghaa4544]

Sir, please upload a vedio on design of channel section purlin

[@rahulkrmandal4458]

Sir please explain in formula of finding Izz u put load 2.5KN/m why

[@riyapal1811]

Can you please explain how to select ISA from steel table

[@ranjanrohidas2345]

Hellow mere ko 330 ×45 pulrln pre feb house deing karana ky kar sakte he

[@sursaajan6021]

But steel structure -2 ke purlins numerical par ek video please banaye jisme spacing or load bhi different types ka ho

[@johnnycage238]

bhai cleat angle kaise lete hai what is guidelines for it

[@milanmukherjee282]

Q1:Maximum moment= H/10 Nikal na nhi padega? Q2: Nominal bore section choose nhi karna padega? Q3: Section modulus Zmin ka Jo formula hai kisi code Mai hai kya? Q4: Shear check and moment check against (DL+LL) and against (DL+WL) nhi karna padega?

[@shamimahmad3187]

The value of D , B , Iz & Zez is being satisfied in 'ISA-80×80×10' also, then what to choose

[@aftabkhan4566]

Sir, please upload video for tensile and compression forces in panel and tie members and design process also.

[@sarvoallstar]

Purlin ka section ke liye kaunsa is code use kiya ?

[@aravindpatelmargam2898]

If d/t ratio is more than 15.7E Then what we should sir

[@bhaktashakya6385]

Truss member design and the main side Pillers ka ve design ho ta to complete lagta ye chapter, could you do for us please?

[@comparativelybetter4034]

If it is a tubular steel pipe how to design the purlin

[@gazalaognawala816]

what if we need to design I SECTION ??

[@tusharmangal17]

How to distribute previous example calculated load for design of purlin

[@beditz1591]

Sir muje ap ka explanation bohot bohot acha laga....sir plzz kya ap muje apna no de sakte ho me project kar Raha ho "analysis and design of roof shed" muje is me thoda problem aa raha hai...kya ap muje apna no de sakte ho plzz

[@aniketsingh02]

Design of tower and steel stack ka bi kra do sir 🙏🙏

[@keyyrgangani5540]

Bhai connection vale chapter par bhi video banao na... plzzz..

[@keyyrgangani5540]

Aap Gujarat se ho kya???

[@ChandanRaj-hi7zu]

Izz nikalne ke liye jo formula h usme 2.5 kN ko N m q nhi chang e kre

[@rahulkrmandal4458]

I also have the same problem please reply to me

[@ruttuboje4996]

KN/m =N/mm. Koi fark nahi heh. Isliye 2.5 kn/m hi 2.5N/mm heh

[@AparnasCE]

How to conform this is unequal section I have a doubt

[@manohar6354]

Sir tell in this problem ki formula code book may where tell me page numbers sir

[@vishnumehra1571]

Previous example pr apne load combination nHi kiya tha

[@vishnumehra1571]

Plzz btaye ki konsa load assume kiya jaye

[@vishnumehra1571]

Design of columns sir

[@saleenabanushaik3266]

sir aap bhejteni my aap ka video ke liye wait kartihu (stiffened unsatisffened bolt /weld) 20 tarik tak upload karo xms hyy my raha kartihu

[@karanballal9453]

Please tell design of roof truss

[@kartikkaushik3294]

for a* purlin

[@hemantshelke2715]

angle of Purlin kitna hota hai

[@saleenabanushaik3266]

sir muje 25th se xms pls muje stiffened unstiffened setting problems explain koro plzzzz jaldi upload karo

[@joydevdas6562]

Sir tention member uploaded kor digia please aga sem ha sir kuch nahi hua tha

[@anmolvardhan6619]

Load nikalna hi tho main kaam ha wo hi phale se pura le liya

[@kajaltarak8296]

Section classification samjh nhi aya

[@mustafapansare5464]

Bhai tu thoda haklaya magar Tera video aacha tha

[@bgravi5137]

W*l*l / 10 , how ??

[@bgravi5137]

Technical CiviL wl2/8 is for CTS load right ?

[@rajeshsuthar2564]

Bhai add km dala kr......

[@cistkenya]

Why would you seriously post a video which is supposed to be very helpful in your native language? Why seriously? That is so localizing the use