DISPLACEMENT VALUES ARE HIGH FOR MEMBER
Dear Engineers,I have facing an issue in beam displacement values , because it looks high.I have designed the model for wind load and seismic load in euro code.I have attached model for reference.can...
View ArticleSTAAD Pro. Composite Deck vs Diaphragm Action
I am modelling a multi storey building with 4 composite floors and I have encountered the following problems:- using a composite deck I get VERY large deflections, of approximately 700mm, this makes me...
View ArticleFloorVibe Updates?
If/When FloorVibe is updated for the 2nd ed (May 2016) of AISC Design Guide 11, will it be updated for current users of RAM SS? Does Bentley have any update of when such an update may happen?Thanks.
View Articleis there an spanish language pack for staadpro v8i?
hello I'm lookingfor a language pack formy staadpro, I've seen packs for german, french, japaneese, etc. but nothing on spanish
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Apply RAM Concept templates to new models generated from an ISM repository
RAM Concept Users,We currently are using RAM Concept to solve a wide variety of reinforced/post-tension concrete floor problems and would appreciate some guidance with regards to the use of templates...
View ArticleHi Bentley team, Staad
I´m getting the same error (fatal error) struclink! I already try to install it twice and double checked the struclink box was checked but it still throwing the same error. What can I do?
View ArticleInstallation of the softwares with single activation key?
Sir, I want to know that "How many PC can install the softwares with single activation key?" and gets activated.
View ArticleRam Concept Beam end modeling affecting stiffness of slab in RAM Concept
In RAM Concept, the end modeling of the Beam seem to affect the slab deflection and Punching design of the slab.When a Continuous beam is modeled to the center of the column it seems to be stiffer than...
View Articlehow to import dgn file to ISM editor?
I export the dgn file from tekla model, but I can not find the dgn when i open ISM editor and try to find it. Is there a wrong ISM editor revision? Anyone know why?
View Articlematerial constant "damp" for steel
Hi!,Can you please help me with this one I tried to change and remove the value of dampin material constant but after performing the analysis the results stress check and deflectionhas no effect?1. Is...
View ArticleCHECKING OF DIFLECTION AND LY LZ IS NOT PERFORMING
I HAVE PROGRAMMED FOR SKID DESIGN BUT DEFLECTION CHECK IS NOT PERFORMING WITH SOME ERRORS(Please visit the site to view this file)
View ArticleMEMBER RELEASE USING DIRECT ANALYSIS METHOD
I am 1st time designing a pipe bridge kind of structure in STAAD version 20.07.11.70 using Direct analysis method. My questions are1) Is it necessary to define member end release using partial fixity...
View ArticleACI 21.6.1 Requirements being applied to Gravity Columns?
I have some interior gravity-only concrete columns that keep getting the error that they don't meet the dimension requirements of ACI 21.6.1. But why would gravity columns need to meet those seismic...
View Articleslab design forces
Hi,How do I extract design forces for slab modelled using plate elements?Thanks,Dennis
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Ram concept Error
recently, I got the new Error in" Ram concept Connect edition" and I don't have any idea what it means: the error is : "AShape2DSetOP::intersection"Also,this error don't let me to save the file. Can...
View ArticleHow to implement 1st-order elastic analysis with reduced stiffness specified...
Hi,As per AISC 360-10 section C2.2b.(4) for Direct Analysis Method, both maximum 2nd-order & 1st-order drift shall be determined with stiffnesses adjusted as specified in Section C2.3. It seems...
View ArticleModelling precast hollow core planks
Hi,The project i'm working on requires some portion of roof to be of precast hollow core planks. I'm thinking of modelling hollow core planks with an equivalent solid plate element with reduced...
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Representing Connections Correctly
This is an issue I've been having with correctly modelling connection between two separate structures.Beams shown in black are part of a structure.Beam showing in redare a single 'droptube' which will...
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Limcon Beam shear strength at weld
(Please visit the site to view this file)Dear, I have prepared the attached connection between HE120 and HE200 and i have critical issue as shown below :CRITICAL LIMIT STATE . . . Beam web shear...
View Articlesteel design
Dear Engineers,I have use steel design for first time but i am unable to form "auto members" or even "form members"(Please visit the site to view this file) .Can plz any one help me on this issue.I...
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