Thank you sir, clear explanation. im tried same as your guidance final some concrete member design not available shown. what is the reason?
@civilengineeringbyshravan95967 ай бұрын
Try to increase dimensions of members and check again
@hitlermuhammad75283 жыл бұрын
great work sir super
@Harekrisna-t1e Жыл бұрын
Great sir....
@saeed-aun-construction3 жыл бұрын
Sir, why plinth beam has more R/f at top compare to bottom, in this software
@Deva_sappogu10 ай бұрын
How to downlode this software
@saeed-aun-construction10 ай бұрын
@@Deva_sappogu Staadpro v8i ss6,
@rodrigobustamantebedoya5586 ай бұрын
Thanks for the guide!, this works for STAAD Pro CONNECT Edition as well?? Because I do the design but no figures show up
@civilengineeringbyshravan95966 ай бұрын
Yes i do
@Mr_civilians3 жыл бұрын
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
@IFEANYICLEMENTABANGBE-tt9pf21 күн бұрын
How do you import Architectural design into STAAD pro environment.
@civilengineeringbyshravan959620 күн бұрын
Already made a video watch in playlist
@MuthanandPandian Жыл бұрын
very useful for beginners
@MISSIONJEEIITMADRASАй бұрын
Im not able to get the concrete design of my columns in the design, what should I do sir pls?
@shibuveethanassery80865 ай бұрын
Is there any offline classes for structure design?
@civilengineeringbyshravan95965 ай бұрын
Please pin to my whatsapp or mail
@simantsoren112010 ай бұрын
sir, why is there a variance in column reinforcement in lower and the upper most portion of the column? 🤔
@Rahulchauhan-iz7sb Жыл бұрын
Please sir make a video on hollow circular slab or building
@swapniltayade21712 жыл бұрын
Can we run this software on Ryzen 3, please guide!
@pkrishnamurthiperumal22583 ай бұрын
Dear sir, Very nice explanation, Could you arrange the software with license version, what is the cast, please provide, thanks
@civilengineeringbyshravan95963 ай бұрын
Please pin to my whatsapp once
@kashifali-xz9cb Жыл бұрын
Needs foundation clarification ,how do i adjust according to bearing capacity and bore log data and design accordingly?
@vmadhav70383 жыл бұрын
Please make a video on rc bridge in Staad pro
@saeed-aun-construction3 жыл бұрын
Hello sir, It's difference in R/f of column at foundation level and top floor level
@biprangshudeb39063 жыл бұрын
I am also confused like how it is possible
@salarbarwari6919 Жыл бұрын
I have the same problem.!!
@shanusheikh9995 Жыл бұрын
sir column g-floor (16mm -4 bars) he or top floor pr (16mm-12 bar )ho gaye how is practically possible🤔
@_red_horse_94117 ай бұрын
Im too having same doubt🧐, less at bottom column and more at Top how possible??
@alekhyan94436 ай бұрын
I am also having the same problem every time.
@NoOne478157 ай бұрын
What if one beam on another beam then how to apply live load
@vinaychavhan87053 жыл бұрын
Sir can you please make videos slow and explain its like teaching
@alekhyan94436 ай бұрын
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.
@kumarcnnaveen0133 жыл бұрын
can you please make a video of design of slab using stadd
@peoplespowerhellyeah86192 жыл бұрын
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.
@_red_horse_94117 ай бұрын
Also why u giving all beams with more wall weight with 9" 4.5" all at once.
@gajananeh84692 жыл бұрын
Tq
@stevensonalexander1714 Жыл бұрын
can you give me a course from start to finish to master this software program?
@jayprakashbarik98493 жыл бұрын
What will be the laptop configuration for installation of autocad and staad
@Harekrisna-t1e Жыл бұрын
I3 will be enough....but buy at least i5 h
@AsifHusain-w3gАй бұрын
where the staircase has gone.....?
@ankithelonde20103 жыл бұрын
Sir how to enlarge size of deflection moment shear force etc
@ajitkumarh973 жыл бұрын
Sir please link with plan drawing
@shubhampay1352 жыл бұрын
Sir, after adding floor load at some part floor load does not get applied how to rectify it? Please reply!!
@rajnik193 жыл бұрын
How to restrict the Number of bars in staad pro
@c-116ujjurilavanya67 ай бұрын
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
@jhonnysins83307 ай бұрын
Bro Nuv kuda civil ah?........insta lo message cheyu bro naaku
U have applied all wall loads to entire the structure that gives more reinforcement
@civilengineeringbyshravan95963 жыл бұрын
Yes I was taken maximum load for design
@aqeelnowafyourhandle2 жыл бұрын
@@civilengineeringbyshravan9596 see internal col to notice that .
@civilian61033 ай бұрын
Less reinforcement for column at bottom most area & High no of reinforcement at top most area impossible....how it's possible bro i never seen such drawing in my entire career
@manikandank89872 жыл бұрын
This design is wrong..please don't confuse
@syamlalsasivadakkekalayil87132 жыл бұрын
👏✌️✌️✌️✌️
@indian2881Ай бұрын
Dere bolo broo
@akashbawanthade21617 ай бұрын
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,