can ny one provide me the slab design .std file, so i can design my own...
Dear All,Greetings & thanks in advanceactually i properly knows all the command to model and design a concrete slab, the main thing what i am looking for is the use of the commands and data thats...
View ArticleRE: can ny one provide me the slab design .std file, so i can design my own...
Please go through the following post where the same is discussedcommunities.bentley.com/.../294638 Hope this helps you.
View ArticleRE: can ny one provide me the slab design .std file, so i can design my own...
You can also use STAAD Advanced Concrete Design software for producing BBS, BOQ & Drawings (Including reinforcing drawings, automated rebar labels, dimensions, and notes, as well as rebar placing...
View Article!!!URGENT REGARDING POST FAILED IN DEFLECTION
Please help me with this I have modeled a post connected with a beam belowbut when i run the anlaysis the post deflected by more than 4mm.But when i increase the beam size to HEB160 from HEB100 the...
View ArticleRE: !!!URGENT REGARDING POST FAILED IN DEFLECTION
No, you can't just put a rigid support at the base of the column if there is nothing physical to actually restrain the column. The beams are open sections so they are "soft" in torsion. Not sure why...
View ArticleRE: REGARDING POST FAILED IN DEFLECTION
Thanks Mr. Tank...by the way the post is supporting one of the base of heat exchanger, so Im worried of this 4mm deflection because my checking the allowable deflection is 230/200 equals 1.15mm thus...
View ArticleClik here to view.
RE: REGARDING POST FAILED IN DEFLECTION
by the way, the connection on the base of the post is end plate connection with 16mm endplate plus M12 bolt plus 2 stiffeners thats why I put rigid support,,, is this assumption correct?And also pls...
View ArticleRE: REGARDING POST FAILED IN DEFLECTION
Using a fixed support is not a good simulation of a stiff connection. So I would suggest that you avoid doing that. Neglecting deflection is not good either. Using a stronger section seems to be the...
View ArticleRE: staad warning
Hi Kaushal, i am having the same problem. I am practicing designing a 12m span beam, with a rectangular section 400m x 700m. i am just a beginner when it comes to using this software. please help....
View Articlestaad warning
Hi allwhy i am getting this warning shown below ,Help me out for thisthanks in advance**WARNING** - ALL DEGREES OF FREEDOM FIXED. STAAD WILL INFINITESIMALLY RELEASE MOMENT-X AT FIRST JOINT ENTERED.
View ArticleRE: staad warning
As explained above, you are getting this warning because both ends of the beam have fixed supports in your model. You can ignore this warning or if you want to remove it, change the support type of one...
View ArticleRE: STAAD WARNING: ALL DEGREES OF FREEDOM FIXED
You question has been answered here: communities.bentley.com/.../411996
View ArticleSTAAD WARNING: ALL DEGREES OF FREEDOM FIXED
Hi. I am a new user of STAAD Pro. I am currently designing a 12m span beam having a dimension of 400mm x 700mm.While analyzing the the structure, I encountered a warning that says, "WARNING - ALL...
View ArticleDifference in Design results for shear between SS 3.0 and SS 6.0
Hello Everyone,While designing the beams using IS 456:2000 code, in Select series 6.0, it's observed that the shear reinforcement calculated at supports is double the value to that required. For eg. if...
View ArticleRE: staad warning
Thank you! It worked, but I chose FIXED BUT MY because in MX, it states that, "WARNING - INSTABILITY AT JOINT 2, DIRECTION = MX"
View ArticleClik here to view.
deflection in z direction
i have side girt c channel in steel building and it is affected with dead load acting on it's weak axis as showni want to know the deflection in z direction due to dead load (staad only show deflection...
View ArticleRE: deflection in z direction
staad will show deflection in all X,Y & Z direction. To see deflection after analysis double click the beam and goto deflection select Z dir.
View ArticleExisting RCC wall analysis in STAAD
I have to analyse an existing RCC wall. I have the wall dimension and rebar details.How to model RCC in STAAD. I can able to model only concrete as shear wall(surface). But could not add any steel...
View Article