Wind Tunnel Test Report
A wind tunnel test report is received from a client. The wind tunnel test procedure adheres to Austrailian Manual (AWES-QAM-1-2001), ASCE7-10 (Chapter C31), and CTBUH (2013) guidelines. The result of...
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**** ERROR: Advanced Analysis is not supported
When I run my analisis that happens (see next one figure). Someone can help me?I sent you the file of my structurecommunities.bentley.com/.../2112.Structure_5F00_5.STD
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How can I displaying Deflection Diagram in this case?
I have a model beam like a plate to obtain this discretization and I needed displaying all diagram.How ca I do this?Attach the file.communities.bentley.com/.../8741.Structure_5F00_5.STD
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Is the Learning Server Down ?
Hi, Im not able to access the learning server anymore please can you clarify what is the issue. ?
View ArticleWind Load Combination Factor
A wind tunnel test report is received from a client. The wind tunnel test procedure adheres to Austrailian Manual (AWES-QAM-1-2001), ASCE7-10 (Chapter C31), and CTBUH (2013) guidelines. The result of...
View ArticleRAM Joint Code Check
I am able to perform the Joint Code Check for both the Standard and Seismic provisions in RAM Frame but am having issues with the reports.The joints will show up in the appropriate colors relative to...
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I have inserted my ground ,first and basement floor plan and i have attached...
communities.bentley.com/.../0312.SAIF-BUILDING-MALIK.std
View ArticleStaad Pro Lifting Analysis
Good afternoon. This is my first post. I'm doing a structural analysis for a lifting skid. The skid is large and narrow, with high loads on one side, so the COG is around 152in from one end. I'm...
View Articlehow to release member through Excel Vba.
how to release member through Excel Vba. means if i have to give MX Mz release to member no 1 what will be the syntax similarly what will be the syntax for assign tension only member.
View Articletemprature load..
communities.bentley.com/.../LINK-BRIDGE-FOR-SUBMISSION.stdDear Sir,Ambient temprature change is 30 degree centigrade .kindly check applied temprature load is correct or not ???
View ArticleHow do I release a certain connection between two members without affecting...
Hi, I've got a member release problem that I am not sure how to manage.I have two members, 1 vertical post (CHS) and 1 horizontal member (PFC), the PFC is supporting the CHS in lateral forces only (Fx...
View ArticleRevit Beam tag
Does anyone know of a beam tag that can access the information that imports from RAM Structural System? I would like to access the following in order to tag on plans: Beam Size, Top of Steel Elevation,...
View ArticleEFT Command and Torsional Failure
Hi, I'm doing a lifting analysis of a stucture and the columns of the structure fail due to torsion (6.2.7(5)). Since, my beams were split i was trying to provide them EFT lengths, but when i do that....
View ArticleRam Connection Bolted Splice of vertical brace
I am using Staad Connect Edition with Ram Connections. I have a vertical brace that I want to splice like a column with bolted flange and web plates. I see in the troubleshooting post there is a way to...
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Ram Steel composite beam: nonuniform loading
I am modeling a composite steel beam- concrete w/ metal deck system and several of the composite steel beam members are showing very strange increasing loading where the loading should be uniform. Can...
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Limcon - Lacking of description of parameters for each type of connection
Hi Support Team when using Limcon there are many times I do not know exactly or completely sure what is the meaning of the input parameters for each type of connections.For example, in the single brace...
View Article**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 2
Sir I am New to Staad SSI 5 and while running a Truss model, i am getting the below error **ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 2Pls help me in solve the same.
View ArticleWhat is the problem here ? Floor Load Error !
I Have attached the staad file below. Please help.communities.bentley.com/.../HighRise-after-ground-prc.std
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https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/138355/want-to-count-the-effect-of-purlin-in-ped-steel-shed-design-with-out-draw-the-purlin-into-the-model/418819#418819Dear sir, As...
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