RE: plate stresses
Sx, Sy, Sxy are in units of (say in English) of ksi, so adding terms requires the same units. Mx, My, Mxy are in units of kip-in/in, and according to the help page AD.V8i.3.2 Enhanced Plate Stress...
View ArticleRE: plate stresses
The moments like Mx/My/Mxy are reported considering a unit width of the slab. Just to give you an example, a reported value of M of say 14.83 Kip-in/in would mean a moment of 14.83 Kip-in over a width...
View ArticleRE: wrong design results between analytical member and physical member having...
For these beams the top flange is the one in compression. So to specify the laterally unbraced length for the top flange as 6m, you should specify UNT 6 ALL as part of your design parameter and then...
View Articlewrong design results between analytical member and physical member having the...
Dear experts,I have confusion in design data  between analytical member and physical member having the same length in steel design using aisc asd , I made staad pro  model containing two identical...
View ArticleRE: ROD BRACING DESIGN IN STAAD
You can actually bypass the slenderness check if that is not important. Not sure which design code you are using but for almost all of codes , you can use the MAIN parameter to bypass the slenderness...
View Articleplate stresses
Hi,Please see attached model where I am trying to interpret the analysis results. I am referring to section 1.6.1 of Technical Reference as well as example problem 18 in order to understand the data....
View ArticleRE: Storey Drift Calculation in Response Spectrum Analysis for STAAD Pro
You don't have any rigid diaphragms defined. I added a few and added the soft story check after the diaphragm definition and it is working fine. A modified file is attached for your reference.(Please...
View ArticleStorey Drift Calculation in Response Spectrum Analysis for STAAD Pro
In the video : Response Spectrum Analysis as per IS1983 in Staad Pro. V8i (Dynamic Analysis) by Mr.Anand Paul, it shows Storey Drift can be calculated using Response Spectrum But when I tried...
View ArticleClik here to view.
Limcon
Hi everybodyI have a problem with Limconyou can help me answer it quicklyThank you very much!
View ArticleRE: QUESTION STAAD FOUNDATION !
Please refer to the video 7 atcommunities.bentley.com/.../28426.staad-foundation-advanced-videos
View ArticleClik here to view.
QUESTION STAAD FOUNDATION !
hello all, i try to combined two isolated footing and generate one combined footing , where are de tools ???
View ArticleRotation of unequal angle profiles
HiHow can I ensure that my unequal angle profiles are correct rotated?The results of the attached structure are not correct in comparison with hand calculations!Are my profiles rotated correct?STAAD...
View ArticleRE: (Staad-Pro RAM) How can I design a Gusset Connection for 100x100x10 SD...
Another issue: I have a truss where the top and bottom chords are HE200A while diagonals and vertical elements are angles. RAM does not yield any connection from there. I am right, or I am doing...
View ArticleRE: Quick Question: Ram Foundation Soil Bearing Capacity
The file has been uploaded. The foundation in question is at the grid location H11.
View ArticleSHOULD I INCLUDE PERFECTLY VERTICAL LOADING COMBINATION 1.5(DL + LL) FOR...
I am confused between load combinations as per IS 1893. All other load combinations as per IS 1893 are vertical + horizontal but the load combination 1.5(DL+LL) is purely vertical. There is no EQ load...
View Article