RE: Design of Steel Ramp on ground
Dear sir,Thanks a lot. As of now I have applied the foundation as per your post also divided the plates in parts as suggested.1. My concern now is what is the the number of nodes that needed to be...
View ArticleRE: Design of Steel Ramp on ground
Dear sir,Thanks a lot. As of now I have applied the foundation as per your post also divided the plates in parts as suggested.1. My concern now is what is the the number of nodes that needed to be...
View ArticleHOLLOW PIPE VS I BEAMS
Dear EveryoneHereby I am attaching my model and i used hollow pipe of 165mm OD for my columns instead of ISMB 400.And the same is not failed in such a heavy loading.So please provide your comments and...
View ArticleRE: Instability at nodes
You may check this Wiki for more details about the instabilities: communities.bentley.com/.../2046.staad-pro-instability-and-zero-stiffness-faq
View ArticleInstability at nodes
when I have done a project in staad message appear as instability in nodes due to weak spring....how to rectify it..
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STAAD Foundation Pile Spring Issue
Hello, I am checking an existing tank foundation for a new tank. The tank is supported on piles with a pile cap. They are timber piles and we were given a specific k-value to use for the pile spring.I...
View ArticleHSS Design with Staad Pro
Hello,I have problems with calculating some pipe supports.The columns of the pipe supports are HSS and the cantilever beam that support the pipes are UPN.Beam check: FAIL. The ration for the HSS is...
View ArticleFoundation Advanced - Linear Load
When modeling the lateral seismic loads on a mat, we calculate the resultant of an assumed triangular pressure under the base of a transformer and apply the load as a linear load in Foundation...
View ArticleSingle Angle Compression Design
Long story short, I have a very simple model that consists of a single angle with a compressive force on it. The member is a 6x6x9/16. I am unable to derive the same unity as STAAD when using AISC...
View ArticleHow can I apply Pdelta analysis for earthquake and wind load seperatley, also...
Can any one upload a model?
View ArticleRE: ISM Problems importing into RAM from Revit
I just uploaded the Revit file, RAM SS model, and ISM model to that link you sent. The upper parapet problem work around you mention is viable, without much duplicate work on my end. The the floor...
View ArticleRE: 31.64m span intake tower footbridge
I don't see anything wrong with the file you sent. Since the braces are all fixed-ended, they are resisting some moments, in addition to axial forces. One consequence of making the sections larger...
View Article31.64m span intake tower footbridge
Please can the house help me confirm whether my analysis and design is okay. see attached file for the file. Thank...
View ArticleRE: External User Table Syntax Error
I cannot upload the .upt file, I receive a message that says it cannot be uploaded. anything else I can upload?
View ArticleRE: External User Table Syntax Error
Erika : Please zip the upt file first and then upload the zip file.
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