1. Roof truss design | Load calculation, Purlin design, Member design | IS code | Steel truss |

Designing of roof trusses as per IS 800 and IS 875 part 1, 2 and 3. Various types of roof trusses include king post truss, scissor truss, north light truss etc.

[@thecivilgirl7087]

In case you want excel sheets for Roof truss design and to know the procedure in STAAD Pro, check this video! kzbin.info/www/bejne/pZq2i6mGh5Z4j80 Thank you!

[@riazahemadjagadal]

u took a deep subject most of us run away from it good and keep going

[@ksasik]

Good explanation and knowledge. But FYI nowadays no one is using angles as purlins, as they are heavy, expensive and old design. Now sq. & Rectangle pipe sections are being used for trusses to reduce weight on structure. It would be helpful if you make a video with that. Also kindly make a video for peb structures.

[@michaelacheampong2869]

How about cold form Z and C Purlins which are lighter but can span up to 6.5m... For the Truss do we still use angles or pipes??

[@AtharNayeem]

Perfect explaination.

[@rajendrakumarchinnaswamy438]

Clear perfect explanation thanks for sharing

[@surjagain]

Thank you so very much for this superb tutorial. 🙏

[@azmat_waseem]

Very Informative... Thanks...

[@vinayakdoiphode7550]

Hi Thank you Very much for your video guide. I will really appreciate and evey one will be graceful if you upload the steel frame design calculations which is now a days playing very important role. Bcz it saves a construction time. Hope you will reply

[@itsraahul]

This is interesting ! definitely coming back for more

[@Gouthamhegde]

This is fantastic. It would be great if you can explain ms tube roofing for Mangalore tiled roofing.

[@c.ravichandran1045]

Super explanation meanwhile my suggestion is that you may take a lecture little bit slow so that everyone can understand clearly completely However, thank you so much for teaching along with respective IS codes including specific page also excellent Congrats With expecting more and more different types of steel and RCC structures Designs Warm regards C. Ravichandran

[@Soldier_of_wali_e_asr]

Yeah, but you have an option to slow down the speed in settings too😄😄

[@Fshah1]

Hi, Please advise can we design roof truss by using Staad pro in timber material instead of steel.or advise other stuctural software which will be suitable for the same. Thanks

[@rajendrakumarchinnaswamy438]

Cristal clear explanations

[@rajendrakumarchinnaswamy438]

Wow brilliant effort

[@619BECK]

Lady is great .........

[@dineshkskerenenahalli5465]

Nice really use full

[@ziauddin7948]

good load & wind force calculation on truss using trigonometry #🇵🇰

[@gary24752]

Are the connecting plates designed with lifting in mind? I have seen trusses lifted by the peak only and with others two points.

[@thejayokha844]

at 5:00, shouldn't the Self weight of roofing sheet multiply with the area instead of just the spacing of purlins, which is the slope area. then divide the load in two since half would act on one side and the other half on the other side. So i don't understand why only the spacing was multiplied with. Can someone explain or is there some mistake.

[@krishnachithira7459]

Madam,... When you picked up the value for 'k2', you classified the building under class B; that means the largest one amongst its 'length, breadth and height' should be something between 20m & 50m, and then you assigned k2 =0.88, then it's evident that the h=10. On the contrary, it was taken h/w=1, while you derived the value for Cpe using table 5.... I'm afraid, you assumed w>20 in the first case, and in the second w=10.....

[@mukunthan9024]

Thank you.. Sissy.. For the explanation

[@aslshining1]

hello, could u please show the truss design drwings in etabs 'l? also the calculation of wind load in etabs please?

[@EjKherlCuevas]

Can i ask qhat if the distance of the purlins dont have the same value?

[@johnj8514]

24 " OC is by far the most common spacing. Try finding 23 or 24" wide roll insulation. Its like they go out of their way to NEVER have it in stock. I'm talking YEARS not months. I never have understood that and never will. It must be rocket science to manufacture it at that width.

[@akshaygurav5735]

Hi Mam for roof minimum live load is 400 N/SQ.M in case of using this formula

[@Bimaljogikunwar2024]

Hi sis i am little knowledge of truss so If you make for me video only which truss is best for different base length and which material is best for this

[@russelpantinople2890]

can i ask if what will be the standard angle bars use for trusses? and are they any thing to be considered of choosing angle bar in full struss?

[@GodfreyKalungi-pb2gi]

Thanks madam Teacher, can you help me to transfer those roof load to roof beams thanks

[@muhammadahsanfarooq7121]

how to convert purlin and sheet weight in N/m2

[@abdulsattar7790]

can you please take classes privately

[@bharanimajjuri8980]

Thanks for explanation of roof truss. I need explanation for roof with bracing at starting gl 4.5to 24.5 . Length of roof is 65 meters

[@ebdgurgaon4547]

Pl. Tell 43feet by11feet size building plus chhaja, steel truss design required material.

[@sheesh1706]

How do you go about designing a mono truss? Thank you. What if the rise is not given?

[@rohankamate8857]

Mam, on which basis we had assumed the roof angle is 30 ? Please explain mam

[@emmanuelkadala76]

nice explanation

[@belginrm3774]

perfect explanation tnq

[@ajangidm]

hi madam what is the quantity (Wight) for per sqft? and what is the cost per sqft ?

[@skullfire_9]

Ma'am I just wanted to ask is this portion of undergraduate syllabus or mtech structure?

[@manojjadhav4757]

Live load min value is 400 but you took 350? We will have to fulfill the min requirement of IS code

[@thecivilgirl7087]

Thank you so much for pointing that out! Yes it must be 400 Mpa. Pinning your comment for better reach!

[@coimbatorespecial7494]

Madam am also in cbe .How to calculate weight withstand of rafter purlin . How to please. If cement sheet 13kg per meter how to we take purlin weight rafter weight...plwase

[@mohanbabupm5778]

Good expln

[@heangchea8754]

How to select steel use for trus.

[@civilianpavan6960]

can you select real time structure ,like function hall,hen shed

[@thecivilgirl7087]

Hey after this i am planning to do a real time PEB! So stay tuned!

[@nandhakumars5973]

Why less than 30° inclination increases the live load...?

[@thecivilgirl7087]

hey! if u resolve the loads in x and y direction, you can find that the relationship between the angle of inclination is inversely proportional to vertical force!

[@learncivilwithparam170]

Because if the angle increases, then Live load or people are scared to climb up the truss.

[@vijayaprasannaadhimoolam9791]

Can you upload video ,that how to design a turbular industrial roof truss

[@JaswanthReddy]

Hello mam, excellent lecture and I really loved your effort. Please take these below lines in a positive way. For this lecture, I want to add one point i.e IS 875 (PART-3): 2015 is the latest code. In the lecture, I observed IS 875 (PART-3): 1987 @ 10:30. My REQUEST to you mam is you please check that? Once again, Thank you so much for your effort mam.

[@lomelingalipansodavid4855]

Awesome

[@raaajendra1]

Super

[@ymanoj505]

Can I know how got 1.93 measurement for a pulling.

[@Iam_inevitable_]

What is self weight of fiber sheet?

[@dhantamang9840]

I want to Build the Latest Design one so could you please make for me madam which I would appreciate for it thanks.

[@kiranjadhav2818]

Hii I need help.. actually I solve the problem but something is going to be wrong...can you help me to solve

[@roimark358]

can you verify or check my steel trusses assuming actual dead and live loads, total span of bottom chord is 12.07M, total rafter or top chord is 6.1532M x2, vertical member spacing is 1M, king post length or rise is 1.2M, please correct dimensions and distances also and check if this truss is capable of carrying loads. thanks

[@monimabintemasum1489]

Love it❤️

[@Senum4685]

can you share me how to calculate column footings for the same roof truss

[@surajitchandra2382]

Hii, what is the value of "l" in plastic analysis?

[@KarthiKeyan-sj5cc]

How to fix the spacing of bays???

[@memirandawong]

She's good! But I'd slow it down a bit. All the page flipping is distracting for us visual types.

[@thecivilgirl7087]

Hey! Thanks for the feedback. We will try to better ourselves in the future videos. Thanks for watching.

[@pdo_pdo]

thank you

[@ajardeepminj9670]

Size of columns must be 10feet not 1meter

[@ajardeepminj9670]

Sorry not 10 meter as you described

[@mbongogeoffred4424]

Amazing madam, lecture was to fast

[@yogeshbang]

Can u pls make it with excel sheet

[@manisfabrication1730]

30 mtr truss with out support desgin

[@civilpadinga1450]

♥️♥️♥️

[@venkyrce]

Can you please share this lecture notes

[@ansaraliahamed]

👍

[@quantumwork5988]

i need notes

[@Swayam-mayawS]

You are 24 am I right?

[@PawanKumar-cd1xo]

Hello

[@jojoadventure6047]

is this channel dead now??

[@mihirgada383]

Yes, may be no

[@kantara1926]

Bol kam rahi h fook jayda rahi ho