Shear wall design erro
Good Day Everyone,I have completed a staad model of a staircase, however I have been recieving the following error from the shear wall design results "FAILED:NO REBAR IS AVAILABLE FOR VERTICAL...
View Articlewarnings and error
Good Day Everyone,I have completed a staad model of a g+3 residential building, however I have been recieving the following warning in assigning the fc and fy values from IS456code. WARNING- "DESIGN...
View Articlewarnings and errors
Good Day Everyone,I have completed a staad model of a g+3 residential building, however I have been recieving the following warning in assigning the fc and fy values from IS456code. WARNING- "DESIGN...
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Design of Cold form as per AISI
Dear All, Can anyone suggest how to design Cold form members in STAAD Series 4 to the latest series 6. Please suggest the important parameters and respective input data's.Thanks and...
View Articleresponse spectrum and direct analysis method
as per aisc 360-10 we have to use nonlinear analysis during design per direct analysis method so load combinations are repeated loads and nonlinear load combination is used , my questions is how can i...
View ArticleHow to create custom connection in RAM Connection
Hello everyone!I would like to ask if I can create my own connections in STAAD's RAM Connection.Is there a way that I can create predefined connections to which the user is only limited to use?I wanted...
View ArticleBeam End Force Values from Table are DIFFERENT than from ANL file in STAAD...
I am not sure why beam end forces from table are differences than from anl file. I use Staad.Pro V8i, SS6 version 20.07.11.82. STAAD PLANE EXAMPLE PROBLEM NO. 1START JOB INFORMATIONENGINEER DATE...
View ArticleDefault Beam Color Problem in Staad 20.07.11.82
Hi,How to keep default beam color other than black color after revising/modifying Staad model? Default beam color keeps changing back to original default black color. I am using Staad.Pro V8i SS6,...
View ArticleInstallation 20.07.11.90
Installation of build 20.07.11.90 its not possible unless you uninstall previous version
View ArticleWarehouse
(Please visit the site to view this file)Hello.. Anybody can help me by rectifying the attached Staad file herewith.
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US section database in Section Wizard of StaadPro 20.07.11.82:
In Staad version SS6 20.07.11.82, the AISC section database, we have 4 different tables: AISC_14.1, AISCSection, AISCSectionsRCeCo and aiscsection_all_sections. Which is the US section database table...
View ArticleRegarding plate convention in staad for bending moments
Suppose the local z axis of plate element is downwards does it mean that Mx positive indicates sagging i.e. tension at bottom and compression at top?
View ArticleRAM Elements
Is there a way to combine two different Ram Elements programs into a combined program? Or is there a way to input a nodes, members, properties, and loads from one model into another?
View ArticleOrthotropic plate
I am trying to model a corrugated plate as a flat plate using the orthotropic command. Changing the Shear modulus for the plate does very little in changing the results with the plate. Is there an...
View ArticleURGENT!!!!! ABOUT WIND EXPOSURE
URGENT!!!! Please help if I decrease the exposure from 1 to 0.4 it doesnt change the wind load magnitude?What s wron(Please visit the site to view this file)g?See attached staad file
View ArticleBest Tensile structure company in delhi?
Tensile Fabric Structures.We are concerned about designing, constructing and installing high quality of products for the commercial and professional marketplace since 2005. With 7 Years combined...
View ArticleRegarding slab spaning in one way or two way
Respected SIr,I had a doubt that a have bridge deck which is resisting on four longitudinal girders and three cross girders. Length of cross girder is 11.50 m and that of longitudinal girder is 30m....
View ArticleRAM Elements member mass for natural frequency determination
I have a monumental stair design I am doing in RAM Elements. The model is two stringers connected at the nodes with stair stringers (pinned both ends). I am trying to determine the natural frequency...
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