Building Design (G+1) In STAAD Pro V8i Software 

i was with 1.5x

Thank you 😊

yes really. i took one g+1 house contract. now just i watched this video and im now going to design that structure. pary everyone that structure should stand. btw this is easier than stock market...

Thank you very much 😍

Thankyou very much..this video helped me a lot

Glad it was helpful!

Thank you 👍🏻

Hi mam

Thank you 😊

Thanks for your intelligent suggestion

Thank you so much 😀

Thank you for your valuable comments

Thank you

Thank you

Sir distance between columns must be in center to center?

Glad you think so!

Thanks 😊

My pleasure

Thanks for your valuable comments 👍🏻

@@civilengineeringbyshravan9596, keep up making more videos. Like to request you make a video on irregular shaped building like semi circular car porch etc.

I think as per my knowledge it is not possible to create semi circular car porch but definitely I will try for you

Yes sorry for that after that video I was removed ok word from my dictionary 🤕🤕🤕

Don't repeat ok ,

LEAVE HIM ALONEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

Ok

OK😂🤣

Thank you 😊

Thanks

Thank you very much brother 👍🏻👍🏻👍🏻

Informative video but frequent use of “ok” made this video sounds bad! 🙂 Nepal 🇳🇵

Thank you

Thank you 😊

Thank You

Thank you for your valuable comments from my upcoming video I will try my level best

Thank you 😊

ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-YszDsIx2Tsc.html

Thank you brother 💪🏻

Thank you 😊

Thank you 👍🏻

Thank you, I will

Thank you 😊

Thanks

Thank you

@@civilengineeringbyshravan9596 keep making more videos

Welcome 😊

Thank you 🙏🏻

Thank you friend for your valuable questions 1. while designing foundation initially we need to select soil bearing capacity for the respected Dead load and live load case just i was taken it as 1. 2. While designing slab we either select single plate or multiple plate it will depending upon our assumption if we take multiple plates for example if we take multiple plates it will gives more number of output pages so for that reason i was considered as the single plate. 3. In designing beams we need to select parallel to X axis and Z axis and for the columns we need to select beams parallel to Y axis i was explained that process in Beam, Column and slab design by using Staad pro v8i softwre plz follow that video. ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-jzNxmzsiUOA.html

😊

Definitely but it will take some time 👍🏻

Thank you

Thank you

Thank you 😊

Thank you Sandesh plz share with u r friends 👍🏻

Thank you 🙂

Thanks

Thank you

Thank you 😊

i have a question we genarally use 8mm dia bars in slab section according to ur design u used 12mm ,16 mm in that, kindly reply

Most welcome

Thank you 😊

Yes you have to select beams in design not all section

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Ty

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In Is 456 it will not give proper reinforcement values in STAAD output file so that’s Why I was considered BS code

@@civilengineeringbyshravan9596 please give clarity i didn't understand that

@@civilengineeringbyshravan9596 wrong design. Many loads not taken

Ok definitely I will make the video

ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-iVVBDaxcioE.html Watch this video

Most welcome

Thank you 😊

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Thank you

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Thank you 😊

Go check out this video. Full tutorial coming soon with my ongoing projects from design stage to drawings. So subscribe and ping in my comment section ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-LjPPX5rBZ3w.html