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STAAD's New GUI

Hi.I have two complaints about the STAAD’s new GUI (Version 21.00.01.12)Having created moving loads it is no longer possible to move the loads by holding arrow key down on the PC-keyboard to see how...

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staad file checking and investigation using ss6

hi. I'm a newbie in this software. Can anybody check this staad file? and if there are any changes, can you explain it to me in details. It will give me encouragement in doing more design using staad....

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How to Model Flexible Metal Deck Diaphragm

Hi all,I am at a total loss on how to properly model a flexible metal deck diaphragm in RAM Elements 14.0. My understanding from reading other posts on this topic is that using shell elements are a bad...

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selectseries 6 (20.07.11.45) using IS code 800-2007 LSM getting incorrect...

I am designing a structure in Staad pro in selectseries 6 (20.07.11.45)using IS code 800-2007 LSM.my problem is i am getting incorrect bending moment result for column(refer attached report) my column...

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Load Combinations

communities.bentley.com/.../Canopy-Design_5F00_Overall-Canopy-Loading.stdI'm trying to run the 3 load combinations as indicated in the input file. Can someone please direct me as to where I am...

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Ram Foundation Error "Archive Error:3"

When trying to run Ram Foundation, I receive a message " Archive Error:3" and the programs closes.  Has anyone experienced this error before?

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SFA not following code for temp and shrinkage per ACI code

communities.bentley.com/.../Spliter_2C00_-Sampler-_2600_-Turn-Box-Support-4_2D00_5_2D00_18_5F00_foundation1.sfaPer ACI 318-11, Section 7.12.2.1(b), r MIN = 0.0018 for temperature and shrinkage.  For a...

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Is there a maximum number of plate elements you can use in one model?

We modeled a Filter tank 135x45x7.65m in dimension using approximately 1x0.5m plates. As you can imagine, the number of plates are quite excessive and the program "erases" some of the plates after...

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how to design a steel column UC305x97+Half cut UB305x46 in staad using...

how to design Steel column UC305x97+Half cut UB305x46 in staad using IS:800-2007 LSM?I tried to design it by modelling it in user table and then calculating its property. Naturally it should be better...

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How to control a excessive horizontal displacement for a cantilever

I am designing a piperack modification of a refinery project.Cantilever beams are considered to support a 24" pipe below the first tier of the structure.During analysis, it's been fount out that the...

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connection

dear sir ,                   i want attached connection in my designed structure using stad pro..for this in which direction of moment i should give release ?(mx.my or ,mz).i want to attached tube with...

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Torsion Fails

Hi!I have a fail when designing beams with torsor. On the attached file, please could you check beams: 94, 95, 96, 194, 195, 200, 201, 206, 207?? It should be oversized, but appliying EuroCode, the...

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STAAD Foundation Advanced issue

Hello,I am trying to use Staad Foundation Advenced (STAAD Foundation Advanced CONNECT Edition Update 3 ver 8.3.0.20) and every single time I am receiving the message below. Can you explain what the...

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RAM Elements and Revit

Greetings everyone,I would like to ask you a question. Is there any video related to the connection/link between RAM Elements and Revit? I have read some posts that state this connection is possible...

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Using Staadpro to analyse house structures using Emmedue Panels.

Hi All,I am interested to use Staadpro to analyse a simple 2 or 3 storey house using Emmedue (M2) panels or RC concrete walls and floor slab without using columns and beams. Has anyone done this before...

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Kaspersky considera como un troyano ua dll del structural syncronizer connect...

Estimados, Desde el connection client, actualicé a la última versión del Structural Syncro connect edition, pero mi Kaspersky está generando un falso positivo para una de las dll denominada...

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STAAD.Pro ERROR MESSAGE

**************************************************** * * * STAAD.Pro CONNECT Edition * * Version 21.00.02.30 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= MAY 2, 2018 * * Time= 20:54:...

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Microstran dynamic analyses

Hi,Using Microstran dynamic analyses, Can you please advice on how to assess the Natural frequencies results specially the Mass Participation associated with each mode not calculated?ThanksRay

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Microstran Dynamic analysis

Hi,Using Microstran dynamic analyses, Can you please advice on how to assess the Natural frequencies results specially the Mass Participation associated with each mode not calculated?ThanksRay

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Canopy truss model check

Good day everyone.I am new in this community and also new in using of Staad pro. Now I need experts help and suggestions to check my staad analysis. I have done a truss canopy analysis of 15ft long,...

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