Handrail design with pretension in cables
Dear All,I am designing Handrails which is resting over curb.Please check attached Staad model.Geometry: 3 vertical posts, 1 pipe(60, 3mm) at top, 9 rows of wires with 5kN pretension force.Cable is...
View ArticleTrack 2 Printing Staad
I am trying to print all members but only member 1 prints.I have tried both of the following:TRACK 2 ALLTRACK 2 MEMB 1 TO 100ANY SUGGESTIONS?
View ArticleRE: Error inFLOOR LOAD CASES
Pl. load the corrected file. Or mail to me at sureshpr.sharma@gmail.com
View ArticleRE: Track 2 Printing Staad
I think you are referring to the issue with reporting TRACK 2 output for multiple members when one asks for the Steel Design Detail from within Report Setup. We acknowledge this problem in the latest...
View ArticleRE: Handrail design with pretension in cables
What results are you expecting and not getting?
View ArticleRE: Handrail design with pretension in cables
1) Member forces(Fx) for cable is not changing with External applied UDL on cable. 2) I believe that member force(Fx) for cable should be= Pretension force + Tension force because of external applied...
View ArticleRE: error in staad pro
Can you please upload the input file to have a look. You can also check the same using "perform analysis print statics check" and for the floor load please check whether the applied load and reaction...
View Articleerror in staad pro
*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION. what does it mean? when i am checking loads all the floor loads are showing assigned.
View ArticleWarning of Composite deck
When I design the composite beams using deck generation method I get warning as WARNING: MEMBER 136 HAS COMPOSITE PROPERTY ASSIGNED TO IT AND HENCE THE MATERIAL CONSTANTS ARE SET AS...
View Articleregarding column floor wise scheduling in staad pro
hello guys how to get column schedulind details floor wise in staad pro please let me knowThank you
View ArticleLoading at gable end in peb structure.
i have gone through a peb model in which the designer has not assigned the wind load to the gable end columns.please tell if it is right or wrong.if it is right or wrong, please tell me the reason, and...
View ArticleRE: Connection Desktop client
Sorry, but there is no way to fully suppress the pop-up message you get from the products like Ram Manager when the CONNECTION client service is uninstalled.
View ArticleConnection Desktop client
We don't want to use the Connection Desktop client so we did not install it. How do we get rid of the "Connection Desktop installation not found"? We don't want our users to see this message every time...
View ArticleRE: LTB check EN 1993-1 on cantivered section
KY and KZ factors only affect compression buckling. These do not have any effect on LTB. UNL parameter on the other hand is used to specify the laterally unbraced length that is to be considered for...
View ArticleLTB check EN 1993-1 on cantivered section
Hi,I'm carrying out an LTB check to a 5 metre long cantilevered column as per EN 1993-1.I found a way to carry out the check by setting the CMM parameter to 7 (or to 8) and then manually specifying C1,...
View ArticleRE: Flat slab and column structure
Dear Sir, I found your post back in 2010 regarding flat slab. I do have the same problem, need to design a G+8+1SF building without beams. Please guide me as to how you dealt with the problem. Thanks...
View ArticleFlat slab and column structure
My dear All, I am designing a five storey office building with beamless flat slab and columns. Peripheral beams supported at the two ends on columns have been provided to support the external walls...
View ArticleRE: Do Staad.pro Can Analyze Structure with Flat Slab?
Hello, Dear Sir, I have to design a G+8+1SF office building with post-tensioned slab without using beams. I know that I can design slab using RAM concept. I know that I will require some drop caps or...
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