How to link Staad Pro Connect Edition to Planwin?
Hi,Can I ask how to link this two software together, I have installed already Planwin but whenever I created new model in StaadPro Connect Edition using Building type still in show that a dialog box...
View ArticleTemperature load in Z (in reaction) direction is coming very high. Kindly...
(Please visit the site to view this file)Temperature load in Z (in reaction) direction is coming very high. Kindly clarify.
View ArticleEtabs to RAM (load import fails)
I know this has nothing to with tool or RAM but may create serious design issues if overlooked. I am used this tool to export etabs floor to ramconcept and it works as intended but if in etabs loads...
View ArticleWhat is squash load
Hello forum,What is the term squash load, which appears in eurocode output file?Is it related to cross section classification?To check whether web is in compression or bending?OR Flange is in full...
View ArticleRam concept - AS 3600.2009
Ram concept - AS 3600.2009Hi everyone,When I first looked into load combination of AS.3600-2009 for prestressed concrete, the initial service load combo in Standard is 0.9SW + 1.15P, which is different...
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Continuous beam in RAM Elements
I want to model a secondary beam B1 supported by a primary beam B2 as shown in the attached image. what end conditions are required for this? When I analyze this in RAM elements, it doesn't show...
View ArticleStaad.Pro Output file
Sir,Can I get the following details in the staad output file.Member effective length factorsMember unbraced lengths andMember end fixities.
View ArticleUtility ratio separately
Dear Moderator,Is it possible to see utility ratio for the axial and both bending utilities separately, not just the max combined utility?Regards,
View ArticleElastic critical moment calculation manual vs STAAD
I have Mcr calculation for built up I beam symmetrical about both axis, both manually and STAAD calculated according to Annex F, EN 1993-1-1:1992.But the results are not matching.Though difference...
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Different Direct Analysis Results 20.07.09.31 to 20.07.11.82
Where I work, we have been using SELECT series 4 for a while and are finally looking to upgrade to SELECT series 6. I am comparing the two versions and have found a significant difference in analysis...
View ArticleLateral Force
Good morning,I'm using RAM Element.I try to design some shear wall for a 5 story building, I run all the load and went I try to make the design by Modulus as Wall design, no load is take by the shells...
View ArticleFinite Element Analysis for Masonry
There is an article in STRUCTURE magazine (http://www.structuremag.org/?p=9911) that describes using shell elements in FEA software to analyze complex masonry shear walls. Are there any resources or...
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Section Element Dialog box is not showing completely?
I don't know what is causing this problem
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Limcon - KT Gusset Plate Connection
Hi there,Has anyone used the "half" function (see below) before and share some thought? I couldn't find anything in Help and only know it changes the cleat design check from eccentric to...
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RAM Elements Masonry Module
I am using a RAM Elements model to design a set of masonry walls. The design is using TMS 402-13 Strength Design, Ram Elements version 14.00.00.240, and intermediate masonry shear walls in seismic...
View ArticleLive Load Discrepancy b/w Frame & Concrete
Hi,I'm trying to verify some gravity loads with a concrete building. However, when I run RAM Concrete gravity analysis, the axial live load in a particular column is significantly less than the live...
View Article*ERROR- TOTAL DOF AFTER CHANGE COMMAND MUST NOT EXCEED THE TOTAL DOF BASED ON...
Pls help regarding above error.Im modeling the support of the plate elements as spring compression and spring tension.Spring compression represent as the supporting beam and spring tension as the...
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Cannot able to model plates on Analytical Modeler in Staad Connect Edition
Hi,I try to model thru Analytical and I cant able to model plates because the plate icon is inactive and whenever I try to model thru parametric i get unknown error.Ian
View ArticleDoes STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??
Hi,1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ??3. If those provisions are available, how...
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Assigning project
Hi,I'm a new user of Staad Connect edition - installed on my system on the first day of Jan. Whenever i try to open any file, a window appears asking to assign project. If it is ignored then the file...
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