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Tension members in Staad

Good Day,I have attempted the direct analysis method on a steel structure I have to design, however I have the following queries as it relates to the effect tension only members will have on the...

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RE: Creep coefficient Eurocode

The creep model used in Ram Concept for Load History deflections is based on ACI 209R-92. Refer to the program manual section 67.3.2 for some general information.For further reading see this wiki post:...

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Creep coefficient Eurocode

Dear RAM team. I would like to ask you the following:Is the creep coefficient that RAM is using for the Time history analysis the same as defined by the Eurocode 2? Thanks a lot, regards.  

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RE: RAM SBeam v3.0

Yes, that 0.85 value is from the LRFD 3rd edition which is the code you referenced in the first post. If you want to use other codes choose them under Criteria - Design. As noted in several other...

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RE: RAM Concrete - Stabilty

Was it stabile before modeling the foundations (that would be unusual)?  For more on solving instabilities, see this post:RAM Instability In Finite Element AnalysisMost likely you have some concrete...

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RE: RAM Concrete - Stabilty

Yes, it was stable prior to the foundation addition. The foundation below was modeled as a two-way plate to be designed in concept. The floor is a two-way flat plate so there are no beams to pin.

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RE: RAM Concrete - Stabilty

If it's instable in Ram Frame make sure you have the diaphragm out-of-plane stiffness considered under Criteria - Diaphragm and verify if the lower level mesh has a node at the supported column.

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RE: RAM Concrete - Stabilty

I didn't try that because it was two-way, but it is still unstable.

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RE: RAM Concrete - Stabilty

Assuming none of the other tips on the instability wiki help then we would need to see the model to tell. The Secure File Upload link below left is the simplest way to send it.

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RE: RAM Concrete - Stabilty

I appreciate the help. I did attempt all this in this wiki prior to posting. I would like to clarify this happening during concrete analysis, not the frame module.

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RE: Non-Linear or Linear Cable Analysis

An advanced non-linear cable analysis cannot be used with a dynamic loading like response spectrum. If you have a response spectrum loading, you may only use a linear PERFORM ANALYSIS. If your loads...

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RE: Tension members in Staad

In that case, how can I account for or consider tension only members in my analysis.

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RE: RAM Concrete - Stabilty

I ran your file "16214-RAM(shear).rss" in v15.03 and got the instability warning---------------------------Instability Found for 437 (-40.31,54.68, 5.00) at DOF UZ.Check end Releases or Boundary...

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RE: Non-Linear or Linear Cable Analysis

Sye: You answered: “An advanced non-linear cable analysis cannot be used with a dynamic loading like response spectrum. If you have a response spectrum loading, you may only use a linear PERFORM...

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RE: STAAD SS6 License Code Monitor

I see, this will help us go into places. Thanks a lot..!

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STAAD SS6 License Code Monitor

Good day !I am trying to develop a license monitor for SS6 version of STAAD Pro to prevent overuse. I managed to create one from SS4 version by pre-selecting design codes in the start-up menu using the...

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Concrete Beam Design for both horizontal & vertical loads

Staad concrete design has declared its incapability of dealing with horizontal loads, however, I would like to start a discussion about approaches of which engineers has made to overcome this obstacle....

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RE: Tension members in Staad

There is no way to run a DIRECT ANALYSIS with MEMBER TENSION. You can do one of the following Option 1 Do a DIRECT ANALYSIS with these members specified as TRUSS members. Check the member forces to...

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RE: Non-Linear or Linear Cable Analysis

Advanced Nonlinear Cable Analysis is available in 20.07.11.33 but just ensure that you have the license for the Advanced Analysis Engine ( or Advanced Analysis Plus Engine). If you do, the software...

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RE: RAM Concrete - Stabilty

Thanks for looking at my model.

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