Hello sir. I trying to download and install staad pro application but during installation occurre some errors which I can't understand. Can you help me..?
Wind load and earthquake load also is not been used while designing.it means this building is not properly designed.please use the complete data so that we can design correctly for execution at site. Thanks for making video for those who really want to learn design.
Welldone Engr, I see you introduced a joint at the Mid-Point for stair landing. What's your disposition towards "Short Column Effect". I read it's not safe particularly in a region like yours that is prone to earthquake. I'm a Nigerian though, we only design for wind loads (British Codes).. Thanks
Excellent bro , explain the out put result , how its useful to anlayze +/_ correction and modification if any change structure member. please explain for different load different column size in single structure.
Superb ,but how to add balcony,and in site some beams are not exactly rest on columns then how to take those beams in staadpro design please explain it
Thanx bro for your vedios, through your vedios I have learn staad pro . My request is plz make a full tutorial for latest version of staad pro RCDC which may get easy and helpfull.. Thanks al lot bro....
Reinforcement grade 600 is not available in the market as well as not manufactured in company.please use only details which is available in the market.
its really helpful but please try to decrease your speed of talking and video....that will be much better.....and waiting for more critical structure....
slowly what about you water tank at basement foundation mat foundation or isolated founfation the detail reiinforcing bar.size diiameter alaso beam column reinforcement
Please guide how to design eccentric footings in stadd pro. One more query I have when I check report then I found columns details as well as beam details but when I check in model after analysis .model only show beam.how it can be possible sir.
Bro one double could u explain it please,wen do we get an errors and wen we get an warnings,wats the difference.actually i tried by decreasing the beams and columns thickness to very low means almost very thin even its not showing any error y thats thickness is not enough for that building but no error .any one please i need this answee
@@civilengineeringbyshravan9596 Bro continue making these videos at this speed. I hate videos where the narrator keeps going "uhh.... Ohhhh....... Uhhhhb" and waste my time.
Warning is nothing but the load which coming for beam or columns or slab is greater than the acceptable limits to reduce this kind of errors we need to increase the size of beam, column and slab 👍🏻
How do u rotate the structure..if u r explaining detailly plze put all the necessary info's whether basic or advance...coz I lost my whole time searching ways to rotate the structure for this staircase...don't leave holes in ut explanation laura
Yeh toh khatarnak tha bhai.. bahut achche..
It was fast, point to point.. best video till date.
Thank you 😊
the best video i have ever seen THANKS...................
Wow wow very neat explanation this is best video for staad pro
Respect for sharing such a great content..
Definitely I will 👍🏻
NO SEISMIC FORCES INVOLVED SIR. DRIFT CHECK COMMAND AND SOFT STORY CHECK. NO LOAD COMBINATION. BUT ANYWAY. GREAT JOB SIR!
Tysm sir ase hi videos upload krte rahiye sir
Aapka bhut bhut dhanyawad shriman shravan 😄😄😄😄🧔🧔
This video really helps me for my project
Thanks for sharing such content 👌👌
U r welcome brother 👍🏻
Hello sir.
I trying to download and install staad pro application but during installation occurre some errors which I can't understand.
Can you help me..?
U can mail me error screen shot
Wind load and earthquake load also is not been used while designing.it means this building is not properly designed.please use the complete data so that we can design correctly for execution at site.
Thanks for making video for those who really want to learn design.
great video brother...its helps me lot
Sir please provide autocad plan pdf in description, so it will be helpful for us🙏
Dude u are amazing, subbed
Welldone Engr, I see you introduced a joint at the Mid-Point for stair landing. What's your disposition towards "Short Column Effect". I read it's not safe particularly in a region like yours that is prone to earthquake. I'm a Nigerian though, we only design for wind loads (British Codes).. Thanks
Excellent bro , explain the out put result , how its useful to anlayze +/_ correction and modification if any change structure member. please explain for different load different column size in single structure.
VERY
RESPECTIVE..
TY
Superb ,but how to add balcony,and in site some beams are not exactly rest on columns then how to take those beams in staadpro design please explain it
Me too have that doubt . If u know this plz infrm me🤗
Please watch video tomorrow Design of G+3 building 👍🏻
@@civilengineeringbyshravan9596 Ok thanks bro
Thanx bro for your vedios, through your vedios I have learn staad pro .
My request is plz make a full tutorial for latest version of staad pro RCDC which may get easy and helpfull..
Thanks al lot bro....
Should supports be given for the shear wall?
Practically we will see different sizes of columns and beams for each floor.it is showing same sizes
Thanks bro
Thank you
how to assign plate thickness and surface thickness without selecting the beams or slabs??? in this video
Reinforcement grade 600 is not available in the market as well as not manufactured in company.please use only details which is available in the market.
Why you are add wind load and Earthquake load. brick dead load ( load on slab)?????
Sir, please design for curved buildings,, like college hostel that are interconnected...
its really helpful but please try to decrease your speed of talking and video....that will be much better.....and waiting for more critical structure....
Definitely thank you 😊💪🏻
sir wind load and earthquake load consider kyo nhi kiye aap?
slowly what about you water tank at basement foundation mat foundation or isolated founfation the detail reiinforcing bar.size diiameter alaso beam column reinforcement
can anyone help me explain how the range works? 16:22. thankyou very much in advance
Why didn’t use wall load bro? Could you please explain it?
Wind load how to apply and check..can you share G+6 storey with All load case.
In define parameter 19:24 , where are you getting those value..
The value are assumptions as per codal provisions
How to assign beams and columns if we take different sizes for each???
What is the value of wind force in loadings
Is there is footing for the stair case column
Yes
How to rotate image sir by holding shift and mouse scroll bar it is not revolving pan is happening
sir what about staircase loading and assigning
Sir how we will be getting how much steel daigram rod we have to use ,in that that have have mention the dia of steel to use please help sir
Why are you not considering walls?? And other loads on building like wind and earthquake???
Can i change SBC in foundation design?
Yes you can as per soil SBC values
@@civilengineeringbyshravan9596 👍👍 okayy
Sir how to calculate load for putting the value in dead load, live load ,seismic please tell me
A bar size is 12 dia . Is it okay for a high rise building
Bro will u please send floor plan details
Not available sorry man
Please guide how to design eccentric footings in stadd pro.
One more query I have when I check report then I found columns details as well as beam details but when I check in model after analysis .model only show beam.how it can be possible sir.
21:25 why is my staad doesnt have concrete design? the last tab is only deflection. help me please
Bro how to design cantilever balcony
Firstly we need to create node at a distance of width of balcony after that we need to join the node points with plate members 👍🏻
Sir how do you confirm the output is correct in staad pro.
Thoda slow batao sir
Bro will you please post your Autocad plan pdf?
Not available with me right now sorry yar
where is wind and earthquake load????
How can we find the dimension of column and beam for this building and also number of column in the building
For Staad Pro ETabs Auto CAD
#NSCADCENTER
U should have imported from cad drawing.. It would have been easier rather than following unnecessary steps..
Sir how to know all the results of the members which are failed or how to move all the results to the excel
What will we do when the footing are overlapping
Bro.
What if irregular column placement in a plan
And also change dimensions of some beams and columns
bro, what if we use pile foundation?
Hi sir 5storeg apartment callam what deep callam mesarment
Bro one double could u explain it please,wen do we get an errors and wen we get an warnings,wats the difference.actually i tried by decreasing the beams and columns thickness to very low means almost very thin even its not showing any error y thats thickness is not enough for that building but no error .any one please i need this answee
It's going very fast teach slowly so that we can understand easily
Sorry for that please watch that video with 0.75 speed brother
@@civilengineeringbyshravan9596 Bro continue making these videos at this speed. I hate videos where the narrator keeps going "uhh.... Ohhhh....... Uhhhhb" and waste my time.
SIR PLEASE REPLY I GOT 105 WARNINGS ZERO ERRORS
DO WE CONSIDER WARNING OR KNOTHING WILL HAPPEN IF WE IGNORE WARNINGS
Warning is nothing but the load which coming for beam or columns or slab is greater than the acceptable limits to reduce this kind of errors we need to increase the size of beam, column and slab 👍🏻
@@civilengineeringbyshravan9596 thank you soo much sir
How to check failure of a member
Subbpp sir
Thanks
Where is the factored loads?
Sesmic load?
Sorry yar I assumed no seismic loads in this model
@@civilengineeringbyshravan9596 thank you for the video its very helpful to learn.. hope you will upload more videos with more details.
Can u please send print out how to came
aci code dont match with your sttad pro softower pls help me
Sorry to ask where is the entrance?
Bro.. can you share file project in autocad on this case
Thank you
It showing error like
STAAD PRO ERROR MASSAGE
ERROR DETECTED IN LOADING 0
ERROR IN SOLVER
plz guide me how I minimize error
Sir,can u plz upload the cad file of apartment plan
I couldn't understand the bays part
The background noise is disturbing
Sir error is coming that this and this members are merging
Sir can you please upload autocad file
How do u rotate the structure..if u r explaining detailly plze put all the necessary info's whether basic or advance...coz I lost my whole time searching ways to rotate the structure for this staircase...don't leave holes in ut explanation laura
Bro...Please stop using "respective" before every word. It becomes more irritating after each of your videos. Please, please try to stop that.
Definitely I will
too much advertisement
Oh god is it 😟
design of slab is not considered in staad
Yes as per Indian standard system it will not give proper results so we need to follow BS 8007 code please follow below video
th-cam.com/video/237o0jWJ2PA/w-d-xo.html