Hi ,your service is great. But one thing I need to address. You please follow one standard load application process. I have seen lots of videos created by you but every video you are following different pattern of load definition . Somewhere you are considering wall load , somewhere it's not there, and for slab you used BS 8007 code in one video but in this video you showing IS456 . Which one is correct. Make a clear concept then you go ahead. ll be helpful to understand perfectly.
I think all the viewers will benefit a lot if we include designing of all things like, staircase,ground and roof water tank, columns,beams,slabs, foundation etc and include report, all loads dead,live,wind,earthquake,combination loads etc. in one tutorial and show it on you tube
Gud evening sir... very useful... But I have a question ... U have not considered Earthquake load nd have also not defined Load envelopes like DL+LL, DL+ LL + EL With assigned load factors like 1.5 for DL+LL And 1.2 for DL+LL +EL
sir .. thanks for sharing your knowledge... i have only one question .. if how to remove the top bar reinforcement in the isolated footing， it always comes out even though i dont need since i dont have uplift...please help
Sir when i putting values of bays along length it showing "bay segment doesn't add up to the length please check bay segment values..what should i do sir Please kindly help me sur
Do we need dedicated graphics card for civil engineering softwares or integrated is ok And Can graphics card be replaced by intel optane memory If graphics card then how much size (GB)
Ur vedios are enough to be expert in staad sir....... I downloaded every vedio of ur staad... 👌 Explaintion. Suggestion: show the option 2sec clearly while clicking sir tnq ☺️
I watched every video. I felt very nice but I need to know how to design ecentric footing. Because when we practically went for building design of our society. Then i realized here ecentric footing only can be given for this building because other existing buildings also available adjacent to this building. So in this case only one option we have that ecentric footing can be provided over there. I found In your every lecture no where wind pressure, earthquake load has not been taken.so I need to know why it is not taken whether It is not important for g+5 building or you not considered. Thank you for making such type of video for those person like us who really want to learn design.
@@civilengineeringbyshravan9596 i design 8story building. After analysis Number of bar at beams are minimum and it is not acceptable. Like: no #12 and #16
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Hi ,your service is great. But one thing I need to address. You please follow one standard load application process. I have seen lots of videos created by you but every video you are following different pattern of load definition . Somewhere you are considering wall load , somewhere it's not there, and for slab you used BS 8007 code in one video but in this video you showing IS456 . Which one is correct. Make a clear concept then you go ahead. ll be helpful to understand perfectly.
THANK YOU VERY MUCH SIR JI
Most welcome
I think all the viewers will benefit a lot if we include designing of all things like, staircase,ground and roof water tank, columns,beams,slabs, foundation
etc and include report, all loads dead,live,wind,earthquake,combination loads etc. in one tutorial and show it on you tube
God bless you. So educative!
Great learning sir thanx
Superb
Thank you! Cheers!
Gud evening sir... very useful...
But I have a question ...
U have not considered Earthquake load nd have also not defined Load envelopes like DL+LL, DL+ LL + EL With assigned load factors like 1.5 for DL+LL And 1.2 for DL+LL +EL
sir .. thanks for sharing your knowledge... i have only one question .. if how to remove the top bar reinforcement in the isolated footing， it always comes out even though i dont need since i dont have uplift...please help
If u want good knowledge about staad pro go for vimal ojha utube channel. Best content there
@Shravan, Why are using plate for slab designing, it should be done via meshed.
Generally mesh was considered only when 4 node plate is not applicable for those structures
Make a video on proper load case details( not lump sum basis) for assigning on structure on is code basis.
Definitely I will ✌🏻
Nice explanation!!! But What about staircase????? It’s load not required for analysis????? Please reply
You not provide staircase loads and also not provide brick load???
Sir ,
1st question can we change bar size in staad pro?
2nd question how we design foundation with respect to soil bearing capacity?
Yes we can change please check input value of sbc in foundation design
@@civilengineeringbyshravan9596 and how to change column, beam bar dia?
We can change it with minimum size of bar or maximum size of bar
Sir please, make a video for slab reinforce detailing.
what is the key for to view in animation like how the BM,SF,deflections are acting upon.?
Scroll botton in mouse
@@civilengineeringbyshravan9596how can i see animated view please reply
Sir when i putting values of bays along length it showing "bay segment doesn't add up to the length please check bay segment values..what should i do sir
Please kindly help me sur
brother please reply to me. how you are changes the scale of BM SF using keyboard
Why don't we mesh unlike in SAP 2000?
Which laptop is best for staad pro, autocad and sketchup
Any laptop with i3 or i5 processor is best 👍🏻
@@civilengineeringbyshravan9596 tq brother
Sir please make videos on temple design
Sir what sholud do if the error comes like calculation sheet is not available as design has failed
excellent work , can u send me video for steel structure ?
th-cam.com/video/riOcAqp99jg/w-d-xo.html
Please check steel building design 👍🏻
thank you so much
Do we need dedicated graphics card for civil engineering softwares or integrated is ok
And
Can graphics card be replaced by intel optane memory
If graphics card then how much size (GB)
for quick rendering of revit 3d models u need good processor (graphics card is can be installed for good quality) 2gb graphics is enough for mid range
@@suriya9563 thanks
Why you have not added load of walls, if needed how it should be added.
Where should we go and take Mu value ?
Sir, no is456 in my staad!! How do I add it?
Please select concrete design on left side initially
@@civilengineeringbyshravan9596 😅. Yeah I checked it later. You saved me sir. You explained everything in 15mins and my design is ready. Thnx alot
👌
Ur vedios are enough to be expert in staad sir....... I downloaded every vedio of ur staad... 👌 Explaintion.
Suggestion: show the option 2sec clearly while clicking sir tnq ☺️
Definitely thank you for your valuable comments 👍🏻
Can please make a video on how to apply floor load on inclined slab.. it's a request 😣
Hi definitely I will try my best 👍🏻
@@civilengineeringbyshravan9596 sir pleas help me.
I watched every video. I felt very nice but I need to know how to design ecentric footing. Because when we practically went for building design of our society. Then i realized here ecentric footing only can be given for this building because other existing buildings also available adjacent to this building. So in this case only one option we have that ecentric footing can be provided over there.
I found In your every lecture no where wind pressure, earthquake load has not been taken.so I need to know why it is not taken whether It is not important for g+5 building or you not considered.
Thank you for making such type of video for those person like us who really want to learn design.
Why was foundation design n other tabs are not open
Your column design have .56% reinforcement according to IS code column have .8% to 4% of steel
Wht is floor load 1.5
sir i want to join with u. mtech
Sir I have qn doubt
I have question please help me.
Question please ?
@@civilengineeringbyshravan9596 i design 8story building. After analysis Number of bar at beams are minimum and it is not acceptable.
Like: no #12 and #16
Can u send me screen shot results to my mail
@@civilengineeringbyshravan9596 what is your adress please.
Assume Na kro calculate kro
Plan Dwg file give a link for download