SET PRINT command in STAAD
Can anyone provide a table that includes what all of the current SET PRINT commands do? Table 5-1 in Section 5.5 of the STAAD Technical Reference only provides what 6 of the set print commands do (SET...
View ArticleRAM Elements - pin shells together
I have CMU walls on top of Concrete basement walls. Is there a way to change the fixity of the CMU wall to the Concrete below? Supports are pinned below the Concrete wall. I'm using shells and the...
View Article"Encountered an Improper Argument" in Ram SS Concrete Beam
Hello,Whenever I run the Design All feature in the Concrete Module for Concrete Beams, an "Encountered an Improper Argument" error pops midway through the analysis causing the program to close. I am...
View ArticleCalculating Deflection (P Delta Effects)
Hi,I have modeled a tie rod subjected to the following three load cases:1) Self Weight2) Tension Load3) Moment at ends of rodI am interested to find the deflection of the tie rod. After creating a...
View ArticleBOX CULVERT
Sir I am very much pleased with what Bentley has provided us with in making such an amazing software's which makes our engineering calculation as easy as possible, Thanks to all the team members for...
View ArticleDefinition of separate Response reduction factor in Staad for separate...
Dear Sir,This is regarding the definition of the response reduction factor R for a 3D structure.As per the current facility available in Staad Pro, we can define the seismic parameters at only one time...
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Warning!! when creating surface element opening
Hi,I'm getting the WARNING message below when I create opening in surface elements eventhough I've been providing number of divisions. Can you please advise how to resolve the issue. Thanks.
View ArticleRAM/Revit Link - Ribbon Missing
Looking to give the RAM/Revit link another go to see if things are more useable. I installed the ISM synchronizer but upon opening Revit 2015, 2016, or 2017 (after restart), I'm not seeing the Bentley...
View ArticleMicrostran- high-density-polyethylene pipe settling support partially under...
Does microstran analyse high-density-polyethylene pipe settling support partially under sea water and floating? How to model the seawater spring support? Also, does it analyse prestressed concrete ***...
View Article*WARNING- ZERO STIFFNESS IN DIRECTION 1 AT JOINT 921 EQN.NO. 4261
can you help me solve this one?(Please visit the site to view this file)
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Staad foundation
Hlo Sir/mam,I have some problem in Staad foundation Advance when I work on it, it seems an error like given below nd how can I resolve this.
View ArticleEffective length
Does staad takes the effective length of column (1.2 or 0.8 the input given by us while designing) or does it take c/c between nodes as effective length of column??Because while analyzing the the...
View ArticleEffective length of column in analysis
While performing analysis does staad takes the effective length of column (1.2 or 0.8 the input given by us while designing) or does it take c/c between nodes as effective length of column??Analysis...
View ArticleStaadFoundation Load application
Dear AllI am new user to StaadFoundation.My doubt is1.When I import loads from Staad.Pro model I select the following load combination cases in accordance with IS code. 1.) DL+LL, 2....
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RAM CONNECTION
WITH THE ATTACHMENTDear Sir,I am designing a Steel Portal Frame in STAAD. After completing analysis and design, for moment connection design I am using RAM Connection mode. (Refer MC.pdf sketch). I...
View ArticleRAM column/wall IDs and numbers.
I have a slab modelled with a set of columns and walls supporting the slab.What's the difference between column/wall "numbers" (when you have the numbers on in the visibility, in the 'mesh input -...
View ArticleRAM SS Two Story Concrete Wall with Beam
Hello,I have a couple questions regarding concrete walls. In my model I have a two story basement. I am only interested in modeling the walls for proper load transfer, as I am designing the walls by...
View ArticleSteel & Concrete Load Combinations & Analysis
Question from a new STAAD user:I am working on a model where I have steel members and concrete members. For steel, I am designing per AISC 360-10 and for concrete I am designing per ACI 318-11. For...
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Why Plate Stress Contours in Staad-Postprocessing and Staad-RC-Designer...
Hi,Why is the plate contours plotted in Staad-Postprocessing is different as compared to the one plotted in Staad-RC-Designer?Although the contour patterns are more or less similar but RC-Designer...
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Staad Pro
Hlo mam\sir,When I open any project in a staad pro and doing some changes through staad editor After saving file I have shown msg window everytime. msg window is given below please find attachment nd...
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