double profile and Error reading property
Hello everyone.I design a steel structure.I use a double profile for the model.The calculation is without errors.When I open the Viewer I have an error and a warning.Error reading section and Warning...
View ArticleMass modeling in staad pro+sign of mass
Dear all,I would like to apply mass forces in my model via definition of three selfweight (in x/y/z directions) as well as some idividual masses provided by the vendor of our equipment (equal value in...
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MAT FOUNDATION BEAM DESIGN - NO LOAD IS GETTING TRANSFERRED TO BEAM
Hello,I modeled a building a staad pro. I have exported same foundation to staad foundation (mat). I have modeled a beam to connect two pile cap. I have also applied load on the beam. But surprisingly...
View ArticleAre there plans to update RAM Structural System to more easily accommodate...
RAM update for AISC 15th Edition, particularly new ductility requirement for composite beams
View Articlecontradictory frequences in steady state analysis results
Dear all,I have a model in which I have defined the "sin" type of time history with an operational frequency of 50Hz. In term of results, I can get both displacement-time and displacement-frequency...
View ArticleDirect analysis with tension member
In my analysis program I am getting error and unable to find the reason. Can anyone help...
View ArticleMissing Fields in Physical Member Table in STAAD Connect Edition
Dear Sir / Madam,In STAAD Select Series 6, when we form a member, under physical member table we used to get the following details :1. Member No, 2. Beam No, 3. Node A, 4. Node B, 5. Property, 6. Beta,...
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RAM Frame: Story Shear suddenly increases at ground floor
I have an instance where ground floor is a composite steel floor so I have modeled it in RAM with a 2 ft story height. I am unable to understand that the base reactions for the load case do not sum to...
View ArticleLearn Workshop: Hands-on experience on STAAD.Pro CONNECT Edition
Hands-on experience on STAADPro CONNECT EditionMay 10th, 2019 09:30 hrs - 17:00 hrs Bentley Systems (I) Pvt. Ltd., Cybercity, Magarpatta City, Hadapsar, Pune - 411028, Maharashtra, India Are you ready...
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Copy Ram Elements Load Data Between Models
Is it possible to copy node and member loads from one Ram Elements model to another? I have several structures in separate models. I would like to copy the loads on the members (example shown below)...
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Ram Element (analisys and connect members)
RegardsHow can i know which is the failed of the elements? by M22 or M33 or axial or torsional forces?thanks
View ArticleStaad showing design ratio is Inf.
Hello,I need your help on my design.Please have a look and suggest what is wrong in attached model.it's showing actual ratio is Inf.communities.bentley.com/.../Stucture-5Deg.STD
View ArticleRC SLAB DESIGN - USER DEFINED REINFORCEMENT
In an RC Slab Ram model, if we nominated top reinforcement layout ( under USER DEFINED REINFORCEMENT LAYER) to help the deflection. Is the Sustained Load deflection plot under Load History reflected...
View ArticleERROR IN USER TABLE
I WANT TO USE 50MM SOLID ROD AS TIE MEMBER TO CARRY ONLY TENSION FOR WHICH I CREATED THE FOLLOWING USER TABLEWHAT IS WRONG? I GET THE ERROR? START USER TABLETABLE 1UNIT MM KNPIPEPIP5050 0.05END...
View ArticleDesign of Mat/Raft foundation for building
Good Day,I am currently evaluating the structural design of a 3-storey RC structure supported on a mat/raft foundation in STAAD Pro. To do this I created two models, one with isolated fixed supports...
View ArticleDynamic and static seismic analysis doubt
Respected sir/ Madam, I beg to draw your kind attention about following matter- 1) I have done analysis of building in staad pro...
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Ram SBeam: Web Opening aspect ratio for composite beams
When Reviewing Web Openings in Composite Beams, Ram SBeam limits the web opening ration to 5.6. The ASIC Design Guide #2 allows this ratio to be 6 for composite beams. Is is possible change this limit...
View ArticleImportance Factor for Stability
I'm operating in RAM Frame 16.01.00.20In the stability coefficients parameters dialogue box, it won't let me alter the importance factor - it is set at 1 and grayed out. My seismic drift load cases...
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RAM Connection - Bolt Shear Capacity
Hello College,its kind from you to help me to find a solution for the problems which face me when using Ram Connection in design of shear connections,when Ram calculate the bolt shear capacity in AISC...
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