Deflection Value - Ram Concrete
How to check the deflection value of the concrete beam in Ram Structural System (Ram Concrete) when using BS8110-97
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Incorrect section dimensions in GUI
This is a bit unusual and very confusing while I double check the modeling and results. Please try to fix it.
View ArticleOpenSTAAD Function for Node Spec
I'm using Excel to generate a structural model. My model uses master/slave nodes. My VBA code is able to do everything but define and assign this node spec. I have to manually input this spec when I...
View ArticleSTAAD.Pro
Hey...I want to create inclined roller support at an angle of 30 degree? How can I do so? Also how to provide inclined concentrated load at an angle?Please Reply Fast...
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What are Ayy & Azz in dimension property of a member? Where are they used?
What are Ayy & Azz in dimension property of a member? Where are they used?
View ArticleERROR: THE RAYLEIGH FREQUENCY
We are facing the error "ERROR: THE RAYLEIGH FREQUENCY " (as shown below) while analyzing a structure. We have also have the same version of Licensed staad in another pc where we don't have any errors...
View ArticleConcept - saving changes to load combinations et al
I am modeling conventionally reinforced 2-way slabs for my building in Concept and I am attempting to make changes to the load combinations, on/off load pattern factors, and for my roof slab I am...
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general section
Hi, Iam facing problem in design of 2 ub section with IS 800 LSM code. so i was trying to use the create user table but, i couldn't understand what value should i put in the general table, please help...
View ArticleRegarding floor loads.
What is the correct method to apply floor load?1. By creating group.2. Define ranges.
View ArticleGetting Wind Load error in RAM Structural Frame: "Some of the Wind Loads for...
Having some problems with RAM Structural Frame: "Some of the Wind Loads for Load Case (every single one of them) may have been missed on diaphragm." How is this solved? If this is a quick fix, please...
View ArticleBest way to model a Shear Wall in a 3D Analysis. Including opening.
Hi colleague,I'm trying to perform a 3D analysis and design to a concrete structure, lateral resistance on shear wall, how is the best way to introduce the shear wall, as shell or as member, the big...
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Design Strips for Curved and Sloping Slab
I am having issues with accurately modeling design strips to provide accurate and reasonable cross sections throughout my slab. As shown in the picture below, the model steps down periodically at the...
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How to provide load and support
Hey Sir,How to provide load and support for such case.......
View ArticleCONCRETE DESIGN IN STAAD.PRO
I have open access license for staad.pro - Indian codes. The Concrete Design Module is failed to work. It was suggested to use STAAD ADVANCED CONCRETE DESIGN MODULE. Will it cost extra? If so, how much...
View ArticleNEED DETAIL INFORMATION ABOUT OPEN ACCESS LICENSE
Though I have open access license for STAAD.Pro - Indian codes, I am not aware of information about this license.What are all the softwares I am being allowed under this? In case of any need, If I am...
View ArticleSupport Reaction Array -Not Working
Dear AllI am unable to read the Support Reaction Data using the following codeWhat is the mistake I have done?Option ExplicitDim dReactionArray(6) As DoubleSub Main()'DESCRIPTION:Description of the...
View Article***NOTE - VERY WEAK SPRING ADDED FOR STABILITY
Dear All,I received this warning after run analysis for my new platform.Please help.STAAD SPACE START JOB INFORMATION ENGINEER DATE 31-Dec-17 END JOB INFORMATION INPUT WIDTH 79<# START DO NOT EDIT...
View ArticleStaad.Pro Output file
Sir,Can I get the following details in the staad output file.Member effective length factorsMember unbraced lengths andMember end fixities.
View ArticleStaad Pro Connection version has error in Staad Beava
STAAD SPACE START JOB INFORMATION ENGINEER DATE 20-Mar-06 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 1 0 0; 3 1 0 1; 4 0 0 1; 5 2 0 0; 6 2 0 1; 7 3 0 0; 8 3 0 1; 9 4...
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