Roof Truss || Dead Load || Live Load || Wind Load Calculations part - 1 (2021)

[@YaminiSinghzingler]

Commendable job at the teaching approach. Really well understood.

[@Subbu1811]

Sir, Excellent video. Thanks for your endeavors in explaining every term in detail. Look forward to have more videos on truss from you.

[@pratikbaravadiya4659]

Bro this is easy to understand video....
Good

[@lekhbahadurbasnet1088]

Good explaination

[@hambaliabdulmujeeb4451]

This is nice. Thank you.

[@raceadinaraceadina5293]

THANK YOU SO MUCH

[@tanushree2475]

Why isn't the total dead load first divided by two since the loads on plan area or slope area considered are supported on two trusses, right? But the total dead load acting on the plan or slope area are being applied on panel points of only one truss.

[@seemadanane9590]

Very useful lecture.thank you so much sir.

[@kitkat6750]

Sir, what type of truss we used in the sum? North light truss or saw tooth truss

[@maikmunga]

Does the same formuar used for dead-load of Roof truss also apply to timber trusses

[@Rocky_Bhai.1]

thanks Sir for sharing your valuable knowledge and time.

[@mohdarshad8458]

Nice video sir .plz upload vid on designing of tensile and compressive members

[@aliakbarahmadi2182]

Thank you for your information
Please tell me how i can download it

[@Civiconcepts]

Tube mate app

[@yashgupta6826]

Thank You.....Sir

[@pradeepreddy8629]

From where the 'equation to find out weight of roof trussin N/m^2' is taken.

[@maikmunga]

Quite insightful but in your Analysis,dead load No.3 for self weight of Roof truss,you computed the loading based on entire 15m span whereas all the other loadings were based on 7.5mspan.....The final Dl (3) should therefore be 50Nx30m2=1500N an not 3000N as calculated

[@manhdungla881]

Hi Sir, Why do we assume 12N/m2 to calculate weight of wind spacing?. Thank you,

[@dipaligawai6550]

Sir we can use R= 1/4 * span is this correct formula???

[@Civiconcepts]

Contacts me on whatsapp [phone]

[@rinachowdhury2089]

Where is the part of live load and wind load calculations part?

[@hanmantshivpure2069]

Pl upload spanwise already designed trusses

[@comparativelybetter4034]

Can you give the design of steel tubular purlin

[@Civiconcepts]

No

[@fatehsingh5870]

Good work brother
Please make a video on foot over bridge

[@Raaz117]

Is figure me kitne traingles h Please bhai batao n

[@deepaksuryawanshi2350]

video is very helpful for me but i could not understand logic behind equation dead load = ((span/3) + 5)*10

[@michaelbaskinmichael9862]

Can you try to slow down when you talk and English please

[@biswaranjanjena9315]

I like it.

[@abeedraheem2193]

What will be the dead load on EPP.. IS IT 0.5"TIMES THE DEAD LOAD

[@ronelcastro4987]

Yes @abeedraheem

[@vikasvermajaivishnubhagwan6771]

Sir how we can calculate platform
As sample 70 kg per square feet. Total 60 x 70 square feet. Area. Hight 11feet

[@dipaligawai6550]

Sir ...how to calculate rise if not given in the problem

[@Civiconcepts]

You must assume angle of roof truss and from length of truss you can easily get rise of truss

[@rahulrban7978]

sir how much assume please reply me

[@rahulrban7978]

any specific fourmula or an methode

[@Civiconcepts]

Its is given in is code, it is length /6 for slope 1:3

[@dipaligawai6550]

Sir how to find rise if it is not given in the problm

[@Civiconcepts]

If rise is not given u can find out it by using angle of roof truss and length of roof truss

[@RahulRajput-yg9wi]

@@Civiconcepts sapn /5 or sape /6

[@SANJAYSHINDE-iq9fy]

Spacing of truss given nasel tar find out kaise karege

[@biswaranjanjena9315]

Helo sir , I want to design of industrial shed of height 12 ft,length-100ft & width 40ft . can you give me help ?

[@samizaidi9489]

I want to clear some doubt so can u help me ...

[@Civiconcepts]

Sure

[@mrbeargrizzly2528]

Thanks for try to explain but one suggestion, next time try to speak more slow. I don't understand you so clear.

[@mohamedismail104]

Yeah please English ❤😘

[@tharkibabagaming5834]

Sir civil engineer drying ka roof truss ka vedio banaye paper hai mera

[@seksantipapala1878]

thanks you

[@worrier8565]

Design for angle section for a purlin k liye video upload kro sor

[@jeevan6402]

after finding load how to design the steel section members

[@oscarvaron5024]

Letter little for ssee

[@abhishekvarshney8199]

Nice video, channel-civil engineering helpline pr jae .

[@shubhampawar9087]

👌👍

[@rohannaik878]

upload IS 875 Part 2 plzz

[@Civiconcepts]

follow this link to download IS 875 -
1987 www.academia.edu/6224449/IS_875_Part_1

[@Abdul_Momin786]

ap govt job karrte ho?

[@Civiconcepts]

No

[@Abdul_Momin786]

@@Civiconcepts sir plz share pdf of interview question answers plzz

[@Abdul_Momin786]

sir apne to jo video upld kiya uska, interview question ans plz link dijiye

[@kevinnazeraj1799]

Wind load isnt live load?

[@Civiconcepts]

No

[@manelson4338]

Talked WAY TO FAST

[@vanshverma679]

Ms

[@radius8283]

WTH is a lie lood and win lood?

[@metalrooves3651]

metric.....

[@shiklo2862]

FAKE THUMBNAIL

[@edwintari9603]

Don't be greedy. Speak English for all of us to understand. Be international !!!!