I have a problem. When I draw a shell and assign null as section, and then apply shell load on it, it won't transfer the load to the beams and columns below it. How can I apply area loads avoiding the self weight of the shell element? Looking forward to get answer from you. Best regards.
I have a question. When you imported the steel sections, the section shape was indian but the default material was A992Fy50 which is American standard material. Fy of A992FY50 would be 355 Mpa is SI unit. I have seen people changing it to Fe250. Shouldn't we do that?
Dear could you help me that why axial force of top and bottom chord of my model are so differently (around 72% of difference), but when i assign load on top chord directly, the axial force of top and bottom chord are quite closely.
if we select the auto-selection property for the truss top and bottom member and for the column it is a better way for steel design. by useing the auto-selection property program to collect economic section for all members
I just designed a warehouse through auto beam n columns everything seems good except columns all columns have failed what could be reason behind this..?? 🤔
Can you explain how you take windward coefficient as 0.8 and leeward coefficient as 0.5. Since as per code there is Cpe and Cpi (external and internal pressure coefficient)
I just designed a industrial warehouse where I took ISMB 600 (as columns) but all columns are fail. Can anybody give idea what could be reason behind this.?
I am facing extruding shell issue. On left side, the shell is being extruded on the lower side while on the right side, it is extruded on the upper side.
Dear sir, You are using the pressure coefficient value of Cp=-0.8 and Cp=-04 . Where do you get it from?? I have found different value from IS 875 Part 3 .
Great Video Waiting For More Informative Tutorials... Sir If possible Can you cover a tutorial on steel Building Design Which consit of BRBF ,EBF, SCBF as per AISC 360 & 341. Thanking You In Advance 😊
Thank you Ajaz! As truss is an axial member so we have to release the moments. To release the moment you can refer to my video ruclips.net/video/fm_vG-YvUkA/видео.html. I will cover the moment release topic in detail in upcoming video in connection design.
@@structguru2200 I'm not getting channels in rendered view? Also, the members seem to overlap rather than connected. Is that reliable? Next, I don't have steel connection design option in ETABS.
Thank you! I wanted to add this video (ruclips.net/video/fm_vG-YvUkA/видео.html) about moment release. but it would have increased the video length. I will cover the moment release topic in detail in upcoming video on connection design. Stay tuned!
@@structguru2200 if you take it as order its order and if you consider it as my request it's request...But what I am saying is like it's sincere request.
Do you do design work for home shops? I want to add a loft and lean to on my existing structure.
Amazing tutorial.Sir can you please provide connection design tutorial for the same truss.
I have a problem. When I draw a shell and assign null as section, and then apply shell load on it, it won't transfer the load to the beams and columns below it. How can I apply area loads avoiding the self weight of the shell element? Looking forward to get answer from you. Best regards.
First time viewing. I hope I'll be more knowledgeable.
Thank you bro, learning alot from you
Brother snow loading ki pe daalna hai rafter or purlin Or what? Aur snow load calculate kaise kare Plz
How do you assign windload on 1 slope shed type roof? What is the direction of windward and leeward?
Thanks a lot. Great video. Good narration. Good voice. very clear and complete. Looking forward to watch other videos from you. Best wishes!
I have a question. When you imported the steel sections, the section shape was indian but the default material was A992Fy50 which is American standard material. Fy of A992FY50 would be 355 Mpa is SI unit. I have seen people changing it to Fe250. Shouldn't we do that?
You can change it accordingly.
Dear could you help me that why axial force of top and bottom chord of my model are so differently (around 72% of difference), but when i assign load on top chord directly, the axial force of top and bottom chord are quite closely.
hello, which design code do i need to use when i am in South Africa?
Sir thanks for wonderful videos, sir kindly upload tubular section single truss roof with mangalore tile
Sir , In video the assign the relese to the truss member is skiiped ,
if we select the auto-selection property for the truss top and bottom member and for the column it is a better way for steel design. by useing the auto-selection property program to collect economic section for all members
I just designed a warehouse through auto beam n columns everything seems good except columns all columns have failed what could be reason behind this..?? 🤔
Can you explain how you take windward coefficient as 0.8 and leeward coefficient as 0.5. Since as per code there is Cpe and Cpi (external and internal pressure coefficient)
I just designed a industrial warehouse where I took ISMB 600 (as columns) but all columns are fail.
Can anybody give idea what could be reason behind this.?
I am facing extruding shell issue. On left side, the shell is being extruded on the lower side while on the right side, it is extruded on the upper side.
Dear sir,
You are using the pressure coefficient value of Cp=-0.8 and Cp=-04 . Where do you get it from??
I have found different value from IS 875 Part 3 .
Its 0.8 and -0.5. This also depends on L/B ratio (L= length of the building plan and B= Width of the building plan)
@@structguru2200 Which code you are using???
IS or ACI??
This is same in both ACI as well as IS code.
Nicely explained.
Great Video Waiting For More Informative Tutorials...
Sir If possible Can you cover a tutorial on steel Building Design Which consit of BRBF ,EBF, SCBF as per AISC 360 & 341.
Thanking You In Advance 😊
nice tutorial. Yes connections are important and I was wondering how you connect everything together. e.g. purlins over trusses.
thank a lot we learn ,ore thing in ETAB
How about a steel truss resting on concrete beam, how we do model the connection and what R value should be used for seismic.
Very Informative... Thanks....
Which section is selected in Etabs for MS tube??
I think you forgot to show how the moments in the truss joints are released. Is it ok to select whole roof and assign the pin joint constraint?
I wanted to cover moment release topic in other video tutorial. Due to unavailability of time I am unable to post videos.
@@rabinderladhani1294 do post it please
Very useful tutorial.
Thank you superb explanation
Good 👌
Thank you! :)
You also skipped assigning diaphragm to the roof. Can diaphragm be assigned to inclined shell element? Please make a video on that subject.
It was a nice video and i am looking for a steel buildind video.
Need the video for joint connection please.
Why is wind load not assigned to columns?
good video
What about earthquake and wind load combination.....
What about the wind load from other direction.
Sir when you connection vedio will come waiting
Best sir. I saw truss member releases In some of video plz comment on it.
Thank you Ajaz! As truss is an axial member so we have to release the moments. To release the moment you can refer to my video ruclips.net/video/fm_vG-YvUkA/видео.html. I will cover the moment release topic in detail in upcoming video in connection design.
@@structguru2200 thank you so much sir.
Thank you, so clear.
Please provide the same video in STAAD pro v8i software
Thank you!
From where you are?
I want to know how u do truss connection designs.
Go to design tab and from there select steel connection design. I will explain in detail in my upcoming videos. Stay tuned!
@@structguru2200 is there any videos?
We need the connection video :(
Bro joint design kahape hain.
What is the safe p-m ratio?
Should be less than 1.
@@structguru2200 I'm not getting channels in rendered view?
Also, the members seem to overlap rather than connected. Is that reliable?
Next, I don't have steel connection design option in ETABS.
Very lucid video. Your video has been interrupted. In order to release the moment to act as pin jointed, how will we release the moment?
Thank you! I wanted to add this video (ruclips.net/video/fm_vG-YvUkA/видео.html) about moment release. but it would have increased the video length. I will cover the moment release topic in detail in upcoming video on connection design. Stay tuned!
Where is the question?
Is there anyone here that does design work in the Lehigh Florida area for a small project.
Yes. please send me the details of the work on my email structguru@gmail.com
Upload using steel tube as materials on roof of building not as warehouse.
??
@@structguru2200 Design Roof truss on top of G+3 using material as steel tube not as I beam or channel section.
@@mathstube1802 is it a request or order ? :P
@@structguru2200 if you take it as order its order and if you consider it as my request it's request...But what I am saying is like it's sincere request.
@@mathstube1802 Hahahahah, you follow the steps and choose the tube section and try to design it by yourself. Let me know if you face any difficulty.
speak loud in your next videos