Moving load on the Bridge
In the STAAD Pro v8i old version I do not find provision of uniformly distributed moving load to model the case of a battle tank moving on the bridge .Whether some body has done the same or used Class...
View ArticleFreezing the analysis during "Running Analysis"?. I can't complete the...
communities.bentley.com/.../01.stdStaad file attached. Can anyone help? Thanks in advance
View ArticleSelect option
Analysis staad pro with Select/group method all members are passed and I noted all member size I entered same member size by manually in property box and click run analysis means member are failed with...
View ArticleRAM Concept - drawn bar lengths include development length?
I am learning RAM Concept and am reading through the user manual. Section 31.5.2 appears to say that "bar lengths shown on plan do not include development or embedment lengths". However, Sections...
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STAAD RCDC COLUMN FAILURE
Good day, I am fairly new to using STAAD RCDC and I'm getting this column design failure due to "detailing". Any suggestions on how I correct them, did I do something wrong?I will attach a screenshot...
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What members to release in a truss space frame?
I'm performing analysis of 3D space truss of an existing structure. My current specs are truss spec for diagonal and vertical member. While I let both top and bottom chords as continuous member. I used...
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View post processing
Hello, I recently got a new laptop and installed Staad.pro Connect Edition. Everything appears larger and I was wondering if it is possible to scale down the ribbon and workflows? Also, I noticed that...
View ArticleLIMCON in conjunction with STAAD PRO
Hello I use RAM connection program in conjunction with Staad Pro analysis program where in for any connection design the forces in a member/joint is directly available from Staad.However I never used...
View ArticleCan get proper {response vs time}-curve & {response vs frequency}-curve...
Can get proper {response vs time}-curve & {response vs frequency}-curve running example problem 22 in basic solver? Or I need advance solver for this.
View ArticleDoes Class C Apply to PT Two-way Slab
Hi there,I'm working on a PT two-way slab. Out of curiosity I switched the design environment from Class U to Class C and wanted to see if the design results were the same. Turns out, the design status...
View ArticleFooting for a Wall with out of Plane Loading in RAM Elements
I am working on a wall design with pile of material behind it, and other out of plane point loads. I would have used the Retaining Wall module for this but that module does not support out of plane...
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Invalid Member ID in Concrete analysis
Hi, I have a steel and concrete building in ram structural but am getting an error when I try and run the concrete analysis. The steel portion runs without errors, its just when i get to concrete that...
View ArticleHow Can I not load a beam used only for bracing purposes
Hi,. Attached STAAD File For a HANGAR , the bracing angles are being loaded by the live load.How can I define these beams as bracing beams only and not let them get vertically...
View ArticleExporting Reactions from RAM SS to Excel
I just tried using the export option in RAM SS and was able to export the data to Excel easily enough, but it doesn't seem that beam reactions (something that would be incredibly useful to be able to...
View ArticleHow is property definition used
Dear All,I'm asking a very rudimentary thing. When we define property, How does staad use this? Does it only account for weight calculation? How does it account the stiffness of members? It seems to me...
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Response Spectrum Analysis of any Site Specific Spectra
Hi,I have to perform a Response Spectrum Analysis and Structural Design of a horizontal vessel structure in STAAD with following information:CODE - Indian Codes for seismic and structural (IS1893,...
View ArticleMoment release in secondary beams
Dear friends, while releaseing the moments in the secondary beams , i have observed that beam steel has been increased in the supporting part of the beam i.e., at the junction of column and beam ,why...
View Articlewhether I should consider the equal & opposite forces in X direction or Z...
we've got 4 points and a moment about axis perpendicular to plane of four points at center point of square.Whether I consider two equal & opposite forces in X direction or Z direction it will...
View Articleregarding steel building design
dear sir/mam i am working on college project , and designed a peb structure when i am analyzing the structure its giving the exception(access violation ). i tried the solution of adding MEMORY 100 in...
View ArticleSame Load Combinations in Different Load Envelope
In STAAD.Pro why can't the same load case / combination be used in different load envelopes? A warning in the output states that the same load cases are used in multiple load envelopes. If this does...
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