Complete building design in 30mins by staad pro software | civil engineering | building design |
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- เผยแพร่เมื่อ 22 พ.ย. 2021
- #building_design #staadpro #civilengineering
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In this Video lecture you are able to learn about Complete building design in 30mins by staad pro software | civil engineering | building design |
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great work sir super
very useful for beginners
Great sir....
Thank you very much sir ji
Tq
can you please make a video of design of slab using stadd
Needs foundation clarification ,how do i adjust according to bearing capacity and bore log data and design accordingly?
Thank you so much sir
Most welcome
Please make a video on rc bridge in Staad pro
Please sir make a video on hollow circular slab or building
Sare beams ka size same to nahi de denge na beam size variation kaise kare kaise individual design kare aisa kuch sikhav itna to lagbhag bahut sara video mil jyega youtube me
Sir, why plinth beam has more R/f at top compare to bottom, in this software
How to downlode this software
@@DEVASAPPOGU Staadpro v8i ss6,
Thanks for the guide!, this works for STAAD Pro CONNECT Edition as well?? Because I do the design but no figures show up
Yes i do
👏✌️✌️✌️✌️
Sir how to enlarge size of deflection moment shear force etc
Can we run this software on Ryzen 3, please guide!
Thank you sir, clear explanation. im tried same as your guidance final some concrete member design not available shown. what is the reason?
Try to increase dimensions of members and check again
sir, why is there a variance in column reinforcement in lower and the upper most portion of the column? 🤔
Also why u giving all beams with more wall weight with 9" 4.5" all at once.
What if one beam on another beam then how to apply live load
What will be the laptop configuration for installation of autocad and staad
I3 will be enough....but buy at least i5 h
Hello sir,
It's difference in R/f of column at foundation level and top floor level
I am also confused like how it is possible
I have the same problem.!!
Sir can you please make videos slow and explain its like teaching
Sir please link with plan drawing
Hai sir, y r u adding all the wall loads? Only one wall on a single beam at a time! I think we have to assign those 3types of walls separately.
How to restrict the Number of bars in staad pro
can you give me a course from start to finish to master this software program?
Is there any offline classes for structure design?
Please pin to my whatsapp or mail
yeh same issue mere project me bhi ho raha he
sir column g-floor (16mm -4 bars) he or top floor pr (16mm-12 bar )ho gaye how is practically possible🤔
Im too having same doubt🧐, less at bottom column and more at Top how possible??
I am also having the same problem every time.
Sir please send atuocad plan
Sir small doubt
Present designing neruchukunte jobs vuntaya sir kocham cheppandhi sir full ga neruchukunte tharuvatha emiyina vupayogam vundha ledha ani doubt sir
Plz sir reply me sir
Bro Nuv kuda civil ah?........insta lo message cheyu bro naaku
Present designing vaipu fresher 15k kanna ekkuva ivvatledhu bro
Sir, after adding floor load at some part floor load does not get applied how to rectify it?
Please reply!!
In ur design...in column design. It shows in ground level it consists 4 nos of bar of 16 mm dia. But in top it having 12 nos of bar of 16mm dia....is it possible to provide...more no of bar in top than bottom.
U have applied all wall loads to entire the structure that gives more reinforcement
Yes I was taken maximum load for design
@@civilengineeringbyshravan9596 see internal col to notice that .
This design is wrong..please don't confuse
Video is not clear
Sir apka no chahie
Voice not good
Why do you always model such simple structures ? Symmetrical structure, no complicated loading conditions, we can get this type of structural analysis on different channels. People are not going to work on such simple structures where columns are equally spaced with same size , beams having same size, no load other than dead and live,
That's
you are talking to much first
please watch at 0.75x speed
Hi how can I contact u?