deleted nodes
Good MorningIn the analisys show this error message: Member "1204" does not have valid geometry.This member don't show in the model but show conected in "one node". I can't deleted the node. Thanks
View ArticleInstabilities in Plate Mesh
Hello,I am getting instabilities in all of the nodes in my plate mesh. I am newer to STAAD and would like some assistance understanding what I am doing wrong.communities.bentley.com/.../Bin.STD
View ArticleConcrete Design in STAAD Pro
Hello,I have done several steel design in STAAD PRO and this time I moved on to do concrete design using plates. I got shear and moments from the model but how do I say what's the moment at top of...
View ArticleShear Stud Rail
Hello,I am modeling a PT flat plate slab in RAM Concept. Actually, I am modeling an existing building. Is there a way I can input user defined SSR for punching shear? I am trying to model and match the...
View ArticleRam Steel Beam Module Crash
Hello,I have created a Ram model that is crashing. When I run the integrity check on the Ram Modeler module is does not show any warnings or error, but every time I click the "Design All" button on Ram...
View ArticleWEB CRIPPLING
I've been getting web crippling errors for my light gauge joist framing in Ram Elements. I have increased the bearing of the joist to a 6" bearing, the width of the bearing wall below. It is still...
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Staad pro connect edition version22 update 1
Dear all while defining the seismic parameters in load definition the toolbar is blank can any one guide me how to resolve the issue??
View ArticleWhich value should I choose to design foundation while superstructure run...
Dear Sir/Miss,According to question in this website https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/108249/base-shear-value-in-response-spectrum-analysis.There are two value of...
View ArticleDFF and SELECT command
Good afternoon.I used DFF and SELECT command to check a serviceability as shown below.DEFINE ENVELOPE201 TO 276 ENVELOPE 2 TYPE STRENGTH901 ENVELOPE 8 TYPE SERVICEABILITYEND DEFINE...
View ArticleRCDC 8.0
Dear all In RCDC when we design Raft Footing ,why software is not creating a combine raft instead of which it is giving result for the isolated footing with a step formation.
View ArticleMembers failed in deflection
My beam member 14, 19 and 30 are failing deflection check (UC 54.1 and 40.4) with minimal loads. The maximum node displacement for the frame is 0.225 in. If you can provide some guidance. I am...
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Period for multiple diaphragms in Model
How does RAM calculate the period for a building that has separated diaphragms. Attached is an image of two towers that are connected on the bottom three floors and then are separate the rest of the...
View ArticleRam connection report in metric unit
Hello I have run the staad file with metric(MKS) unit configuration in connect edition. But the Ram connection report is produced in FPS system.Can you advise how to resolve this matter...
View ArticleHow to calculate utilization ratio?
Hi, I have calculated utilization ratio for a column, based on IS 800:2007-Section 9.3.2.2, which is 0.24 and for the same member, Staad.Pro shows 0.485 as the ratio. What is the problem? Can you...
View ArticleMBMA(Metal Building Manufacture association) IN STAAD PRO
Hello , IS there any Provisions of MBMA (Metal Building Manufacture association) in Staad Pro ?And if not then Is there any other Bentley's Software has this Provision?
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RAM Connection error and RAM SS
Why I'm having this error? I'm already done with all the connection then suddenly I got errors and need to reopen.then this report keeps popping whenever I try to assign any kind of connection.I hope...
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Torsion forces using GetIntermediateMemberForcesAtDistance
Want help on StaadPro OpenStaad functionGetIntermediateMemberForcesAtDistance, it is giving torsional forcessame at every intermediate distances, where as the values in SectionForces table for torsion...
View ArticleBeam force details doesn't give same value throughout section?
I have analyzed a truss using staad.but it gives beam end forces at only ends rather than gives same value throughout the section
View Article***NOTE: IT IS RECOMMENDED TO DEFINE FLOOR LEVELS USING "FLOOR HEIGHT" INPUT.
***NOTE: IT IS RECOMMENDED TO DEFINE FLOOR LEVELS USING "FLOOR HEIGHT" INPUT.CANT UNDERSTAND WHY IT IS APPEARING?
View ArticleRam Frame Wind Load Distribution
I am modeling a 2 story building with rigid diaphragms at the roof and second level. The building is comprised of just moment frames, but I'm getting load distribution to the moment frames in their...
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