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RAM Integration Problems

HiI have sent my RAM model into Revit and the transition was smooth. Now I have moved two columns in Revit and I am trying to update my RAM model to the changes made in Revit. As I update my repository...

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No Warnings on Beam Failure?

Is anybody else having any issues with the RSS v15.01 not flagging beams that fail in the beam module until you actually click on them with the View/Update command? I've had several failing bending and...

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RAM Concept steel beams

Dear RAM team,Is there a way to include steel beams in/under our slab in RAM Concept software and make them work in composite action?For instance, I've tried to obtain an equivalent RC section but is...

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RAM Concept Balance Loading

I know that you can define a balance load percentage the first time you define a span using the strip wizard. Is there a way to define another balance load percentage after it has been run the first time?

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RAM Connection CE - No connections could be assigned

When attempting to assign connections in RC (version 11.0.0.177), I get a message like this anytime I try to assign a connection:[Error] No connections could be assigned to joint "Node(214) -...

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Bentley Service Request 7000457839

i sent service tickets about staad pro from 13 days agoand no one contacted or reply to me yet!!!is it acceptable?.

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Using STAAD to design single angle members

I have just become aware that STAAD can design single angle members (about principle axis)using the AXIS command.  I assumed it is input just like any other design parameter command like this:  AXIS 1...

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load carrying capacity of compression member by using 4 ISA built up section?

How we will estimate the load carrying capacity of compression member by using  4 ISA built up section for per meter height ? 

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Ram Elements Single Angle AISC 360-10

Does Ram Elements properly apply the AISC 360-10 single angle requirements for bending, compression and combined stress for equal and unequal leg single angles?Is deflection given for the geometric or...

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Plate Element Unity code check

Good morning STAAD Community,I am modeling a W6x20 which will be suspended by a 1.5" diameter bar from the top flange and will be supporting a 24" diameter pipe with 2-Ubolts. I am trying to get the...

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Base plate design using RAM connection

This is regarding RAM connection software. The module we have does not show base plate and foundation bolt design (see 2nd pic). As per the tutorial we are supposed to have that package.(See 1st...

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Design of industrial shed on concrete column.

I am having a case in which a steel rafter is connected to a RCC column.I want to know that, do i have to assign lateral load on RCC column or not, as we do it in the case of steel column and steel...

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Earthquake Analysis

How can i use earthquake resisting structural members like seismic dampers and base isolators during design and analysis of a building in STAAD?or can i use which behaves like it?i basically want to...

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Heat Exchanger Foundation in STAAD Foundation Advanced

I input all loads as vertical loads but in the results "Applied Loads At top of Pier" I get a horizontal shear reaction.  Empty load = 100k.  Results of LC101 show Axial = -50k and Shear X = -20k....

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local axies

What is the Blue, Red and Green colors represent ? for vertical member and horizontal member ...

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what should i give design parameter for this structures

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ADD Timber Section into STAAD

I am trying to add Timber Section and material into STAAD but there isn't any database for UK Timber Sections, is anyone can help ? 

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TIMBER

I was wondering if you could please explain to us how to enter material properties for materials not within STAAD as standard, steel and concrete.  I.e, we want to add timber properties so we can model...

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Text font sizes

How can I increase the font size of text within the pop-up windows of the RAM Connection Standalone program? I was able to increase text size for the main windows through the Windows 7 options, but...

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Unable to sign in Community Client

hi,I am not able to sign in Community client. When I enter my username and password, a dialog box pops up as "User failed to login"Please provide with some solution

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