How to view utilization ratio in post processing with AISC 360-16 code?
When viewing the post processing results of AISC 360-16, the utilization ratio for all members except one are 0. It appears in the output file to be checking the members, but does not display the...
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RAM Connection Error
I am using RAM Connection standalone for the first time and I am getting errors when I try to assign a joint- specifically a chevron gusset connection (haven't tried other joints yet). I am trying to...
View ArticleWhen using RSS, is it possible to apply moments as point loads?
When using RSS, is it possible to apply moments as point loads?
View ArticleLoading diagram for uniform moment on a beam element in STAAD
When a uniform moment is a applied to a beam element in STAAD, the load diagram shows a horizontal uniform force/load along with the moment. What does this horizontal force represent?
View Article3D rendered view not showing sections nor elements
Hello everyone, hope everything is doing great so far.I recently created a structure with 644 elements, I began to assign properties and when I wanted to see how it looked rendered I click the 3D...
View ArticleNODAL DISPLACEMENT
Dears,I have a model as attached below. it is passed in deflection with L/240. but in post processing mode, node displacement is more than allowable limit. beam with top node-86, is 1250...
View ArticleIndustrial building
Dear all,while designing a industrial building, all loads are calculated as nodal loads and were applied on the respective nodes. To establish the stability the purlins have to be provided on the...
View ArticleStaadPro Advanced - Pushover Analysis
communities.bentley.com/.../Type-1_2D00_2.STDcommunities.bentley.com/.../Type-1_2D00_3_2800_Center_2900_.STDHi,We are working on a pushover analysis for a ship arrestor design using StaadPro Advanced...
View Articleeurocode 8 lateral force method of analysis
dear all,if i want to design the structure as per Eurocode 8 considering on static seismic lateral force analysis)clause 4.3.3.3, then how to do it in staad.since there is no seismic definition for...
View ArticleRAM CONNECTION - TENSION RUPTURE FAILURE OF BRACE
Hi Sir,For the chevron bracing connection under amplified seismic load, the brace keeps fail at the tension rupture check of the member itself when it is checked against required tensile strength....
View ArticleRAM SS - Printing a map of the floor loading
Is there a way to easily print the floor loading from Ram Structural Systems? I have tried printing from the modeler but the hatchings for the different surface loads look the same.
View ArticleERROR MODAL RESPONSE SPECTRUM ANALYSIS, VALUES FY, FZ 0.00 FOR MODAL BASE...
HELLO, I AM NEW IN STAAD. PRO, I HAVE THE FOLLOWING PROBLEM, I DO NOT FIND VALUES FOR THE FY AND FZ FORCES, ATTACHED THE CODE. PLEASE THANKS FOR YOUR ANSWER.STAAD SPACESTART JOB INFORMATIONENGINEER...
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Reshaping plates
Dear Staad community.I'm having some problems to model a wall with a sloped beam, basically, I need to reshape some plates to match the sloped beam but I'm been unable to do it. Unfortunately, I'm not...
View Articlecircular water tank
i'm design a circular water tank, so it is possible that i use its surface as a plates. and it possible that create its boundary as a rcc wall for plate wall.
View ArticleHi all,
I am new to StaadPro tool to design solar mounting structures. Can any one help me out how to draw 3D drawings and how to analyze the report???
View ArticleHow to rake a RC wall
How would one go about modelling a raking RC wall in RAM?Many thanks
View ArticleRC Main Beam_Staad Pro.
Hi,Can you please tell me how does the staad calculates steel required in a RC main beam supporting 2 secondary beams along length?Thank you
View ArticleSTAAD PRO ADVANCED V8i - MAT Design
Hi,I am designing a mat foundation consisting of a 400m thick slab 20m x 10m (approx.) and 15No. columns 1.7m in height. I have modeled a steel grillage in STAAD pro, designed and analyised it...
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Suggestion: OpenSTAAD Manual Improvement
I believe the latest OpenSTAAD manual needs more clarification. It seems like the manual has taken a step back from previous versions. For example variable types are no longer specified in the manual...
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ERROR IN MODAL RESPONSE SPECTRUM ANALYSIS, VALUES FY, FZ 0.00 FOR MODAL BASE...
i have next problem, with the mass participation factor in percent FY ,FZ values 0.00, Base shear Y, Z =0.00ATTACHED MODEL:STAAD SPACESTART JOB INFORMATIONENGINEER DATE 19-Apr-18END JOB...
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