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
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.
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?
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
Thnx. For i have all topic clear after watch this videos...
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
Great explanation.
Amazing sir super
Super mind blowing amazing sir ji
bro thanks alot.
but should we find the bending and shear for checks??
Nice video.....
Please update plate girder video sir... Your videos are much helpful for us...
Please explain in detail classification of member Semi compacted, compacted etc.. different effects of members..
We will share your channel definitely , but please help us whatever is required about steel structure
sir liked and subscribed explain few more problems on it
Sir plz solve one more example of purlin and upload immediate as possible..
yes
Sir AAP ka video bahut acha h column ka bhi video banaiye
Sir pannel point kese nikalte h
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.
sir ji stiffner or column base or strut in topic pe bhi video banane ki kripa kijiyega......nice explanation sirji,☺️
Please make all topics videos of steel structures please
sir design of roof truss bhi btado
can we get a video for I-Section design?
ThaNks
Please Make Videos On
1)Steel water Tank (including elevated tank)
2) Deck Type and Through Type Steel Bridge......
pls pls pls ....
ThoDa ZalDi KarDo Sir Ji
Sem. Ka Exam Aane wala Hai PLEASE
ThanKs Sir
We'r WaitinG ....
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?
Sir, please upload a vedio on design of channel section purlin
Sir kindly do the design based on the values you by load calculation in the part 2 video
Sir please is question kk complete kijiye. Is truss ke liye built up column and footing ki design pr bhi video bna dijiye
Can you please explain how to select ISA from steel table
Pura doubt clear ho gya
So the angle of the roofing isn't accounted in the computations?
How to calculate Mpz and Mpy.......which we will use to find design Bending strength?
Technical CiviL .......See my question carefully.........I haven't asked Mdz
Sir, please upload video for tensile and compression forces in panel and tie members and design process also.
Can you please explain that how to select the ISA section from steel table. i mean on the basis of which criteria
Choosing bolts for cleat connection.
Sir, i have a doubt, can u tell why only live load is considered for actual defection , why not wind load and dead load.
Why the moment is wl²/10? Pls explain that.
Purlin is considered as continues beam hence moment calculated as (w*l*l)/10
How to distribute previous example calculated load for design of purlin
Sir please explain in formula of finding Izz u put load 2.5KN/m why
The value of D , B , Iz & Zez is being satisfied in 'ISA-80×80×10' also, then what to choose
bhai cleat angle kaise lete hai what is guidelines for it
But steel structure -2 ke purlins numerical par ek video please banaye jisme spacing or load bhi different types ka ho
DO THESE FORMULAS APPLY FOR ENGLISH UNITS (LB, KIPS, FT, INCH) ??
Design of tower and steel stack ka bi kra do sir 🙏🙏
Hellow mere ko 330 ×45 pulrln pre feb house deing karana ky kar sakte he
Truss member design and the main side Pillers ka ve design ho ta to complete lagta ye chapter, could you do for us please?
If it is a tubular steel pipe how to design the purlin
Purlin ka section ke liye kaunsa is code use kiya ?
angle section ar i section ek hi hota h kya....
Sir tell in this problem ki formula code book may where tell me page numbers sir
what if we need to design I SECTION ??
If d/t ratio is more than 15.7E
Then what we should sir
Bhai connection vale chapter par bhi video banao na... plzzz..
Aap Gujarat se ho kya???
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
How to conform this is unequal section I have a doubt
SIR Mz ka formula pl/10 correct hai kya?
Design of columns sir
Previous example pr apne load combination nHi kiya tha
Plzz btaye ki konsa load assume kiya jaye
Please tell design of roof truss
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
Izz nikalne ke liye jo formula h usme 2.5 kN ko N m q nhi chang e kre
I also have the same problem please reply to me
KN/m =N/mm. Koi fark nahi heh. Isliye 2.5 kn/m hi 2.5N/mm heh
Sir tention member uploaded kor digia please aga sem ha sir kuch nahi hua tha
sir muje 25th se xms pls muje stiffened unstiffened setting problems explain koro plzzzz jaldi upload karo
Load nikalna hi tho main kaam ha wo hi phale se pura le liya
angle of Purlin kitna hota hai
Section classification samjh nhi aya
for a* purlin
Bhai tu thoda haklaya magar Tera video aacha tha
W*l*l / 10 , how ??
Technical CiviL wl2/8 is for CTS load right ?
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
Bhai add km dala kr......