Temperature loads
I am trying to use the STAAD built-in temperature load application. If my site annual average temps are: high-60DegF low-41degF and average temp during month of construction is 38degF, how do I enter...
View Articlebuckling analysis instability
I am attempting to run a basic column buckling problem and I encounter an instability no matter what I try. I am intentionally using the basic solver. There are no buckling results shown at all....
View Articleearthquake support reaction
Hello,I am having some problems with a simple structure, it is a shelter anchored laterally on a concrete structure (these are the lateral supports) and on the ground. When I run the model, the support...
View Articlecan I get the verification manual for Staad pro v8i series 6?
I am trying to find the verification manual for STAAD PRO V8i series 6 but I got series 5. I need your help to get series 6
View ArticleRam Concept - Copy Support Reaction
Hi,I'm currently modelling a elevated floor on Ram Concept and would like to know if there is a way to copy the dead & live load reaction support from a previous floor in my current model?
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Quick Ways to Edit User Defined Property in StaadPro
Hi Bentley Communities,I've been looking for answer for this but couldn't find any. Can anyone share a faster/ convenient way to edit the user defined property? When I click a property that I've...
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Auto load combination as per BS5950 - Notional load
Dear moderator,When I try to make load combinations using "Auto Load Combination" and try to include "Notional Load", STAAD takes Dead Load with factor 0.0028 and Live Load with factor 0.0032.BS5950...
View ArticlePMEMBER
Does PMEMBER definition automatically account for LX/LY/UNT/UNB parameters for design?
View ArticleRAM SS - Show Column Reactions
This may be an easy one but I seem to be missing it. Is there a quick way to graphically show the column base reactions on the screen (similar to beam end reactions)?
View ArticleModeling Pile Foundations in STAAD Pro.
Hi,I would like to know, is it possible modeling pile foundations and perform analysis in staad pro.?we are using Staad Pro CE.Thank you
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Tricky modelling in STAAD
So, I attached two pictures, the hand drafted shows what I'm trying to achieve in STAAD. I'm not facing problem with the beams, those are already modeled, but how am I supposed to go about the plates...
View ArticleIs it possible to have multiple IBC definition with different Reference Load...
I want loads 34 and 35 with different reference load and factors as highlighted? DEFINE IBC 2006**SS 0.44 S1 0.16 I 1.25 RX 1.5 RZ 1.5 SCLASS 4 TL 2 Ct 0.0488 PX 0.687 PZ 0.687REFERENCE LOAD YR1 1.0...
View ArticleSTAAD Foundation Advanced mat analysis crashes when trying to create moment...
I have been attempting to analyze a mat foundation and design the slab but have been having issues with either the program crashing when trying to define an envelope or designing the slab itself and...
View ArticleRAM Concept concrete wall fixity
I am designing a two way roof slab for an underground structure in RAM Concept and the results I do not seem to be inline with a typical two way slab system. I modeled it in the Strip Wizard and it...
View ArticleRam Elements Shell Outputs
I have created a model using shell elements to model a concrete structure. I am having difficulty checking or understanding the output provided by RAM Elements for a shell. The outputs are "Internal...
View ArticleIn reviewing the support reactions the results are not what I would expect,...
Just to illustrate my point: in my model I am looking at nodes 1-7 support reactions. I would expect node 2 and 7 to have the same dead load and snow loads. The truss is carrying the same tributary...
View ArticlePost Processing and shear wall issues
Good day,I have analyzed the attached file without any errors, however, the post processing mode is no longer available. This is quite strange as I have already accessed post processing using this file...
View ArticleSTAAD Foundation advanced connect addition V8i
I need some verification examples for isolated and combined foundation using the Euro code .
View Articlerenumbering not working in STAAD
I've been experiencing this in many projects, renumbering is not functioning at all. I get the message that xxx plates were renumbered successfully but looking at the plates table everything is the...
View ArticleMachinery vibration velocity
I have to calculate the vibration velocity of an industrial wringer support.Machine rotation frequency: 1000 rpm (f)Radius of rotation of the unbalance: approx. 0.6 m (R)Max. mass of unbalance taken...
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