Assigning Beams to be a Single Continuous Beam
Hello Everyone,As in case of Steel sections we usually convert all analytical members to physical members to denote STAAD of a single beam that are divided into segments.Is there any possibility that...
View ArticleDeep Foundation Design in Concept
Good Afternoon, I am trying to design my deep foundations in RAM Concept with the imported loads (gravity and lateral) from a RAM Structural Model. I have used Concept in the past for flat plate design...
View ArticleNotional Loads Inquiry
I would like to confirm the proper use of the Notional Load command and the results they will produce. In our situation, we are trying to test if the use of the Notional Load command within a load...
View ArticleStory shear at each floor
Hi,Is it possible to get story shear at each floor levels in Staad if floor diaphragms are not defined?
View ArticleWarnings in STAAD
Dear'sI have some warning in my STAAD model and I need to know the source of these warnings and how to solve it, you can find my model code attached in in txt type.Regards,(Please visit the site to...
View ArticleWind Definition using BS CP3
Hi guys.I used wind definition to be used for load case.The structure is an open structure where shielding factor is considered in the leewards as per section 8.4 of BS CP3.After I compare manually the...
View ArticleBCF - Beam web weld length for shear transfer?
Dear Admin,Design length of fillet web weld in BCF (MEP smart) connection which should transfer vertical shear, how is it obtained?In AISC DG4, ch.2 rule 8, this length is defined as distance from beam...
View ArticleBCF - Is beam Reaction?
Dear Admin,What does represent check: "Is Beam Reaction"?Best Regards,(Please visit the site to view this file)
View ArticleSimple Rectangular Beam or T-Beam
Hello Everyone,Please suggest me how should I model RCC building beams weather using simple rectangular beam (which we usually consider) or with a T-beam ( which is actually the practical case).
View ArticleBCF - Seismic provision - max bolt Gage?
Dear Admin,As per AISC 358; tab 6.1 , max bolt horizontal distance (gage) is for 4E BCF connection is 152mm, while RAM reports 178.8mm which is beam flange width?Best Regards,(Please visit the site to...
View ArticleInactive member command - GUI input
Dear Admin,What is the way (in steps) to issue "inactive member command" through GUI not through STAAD(text) editor?e.g. I have geometry defined and 3 load case. i want to have for each load case...
View ArticleRAMContainer MFC Application has stopped working.
I've been using the concrete shear wall module successfully but when I click to view some of the wall sections I get the message, "RAMContainer MFC Application has stopped working" and the module...
View ArticleRecruitment for Scenario Services Usability Lab
Hello,I'm Jean-Philippe and I work for Bentley Systems on the User Experience (UX) team. I'm recruiting participants for a usability lab for Scenario Services.Scenario Services is a product that...
View Articlecantilever beam problem
(Please visit the site to view this file)Hello,I have a problem with some cantilever C profiles hanging froma W beam.The displacements obtained for that profiles are huge, not corresponding with the...
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Concept's Punching Shear Check
Above are two tendon layouts over the narrow rectangular column. The total PT force in the column strip in both layouts are the same (more or less). One has multiple groups of 4 tendons and the other...
View ArticleStability Issues in RAM Frame
I'm modeling a performing arts center with BRBFs for the lateral system. When running the model in RAM Frame I've been getting errors about the model being unstable causing it not to run. I followed...
View ArticleBuckling analysis
Hi every one,I am trying to carry out buckling analysis, Can some one explain how can I carry out buckling analysis after I applied the load and defined all the supports and sections. I tried the...
View ArticleStaad rcdc
Pls i need help if someone can help me with the soft copy of staad rcdc v5 because I'm finding it difficult o download may be because I'm new that's why I am not granted the access. Pls it's urgent
View ArticleWind Load factor in EIA-222F
Any body could help me?After completing the model and load of a tower, I continued to the member check step.When I opened the member check menu, I found value 1.33 for WL factor In a code check Option...
View Article3D Rendered View
Hello Everyone,When viewing my model in 3D rendered view it usually comes up with certain specific color codes for particular items but I find no such option to modify these colors as per users for...
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