RAM Structural System - Steel Beam Module - Deflection Criteria
Is there an easy way to view what deflection criteria has been assigned to which beams?Â
View ArticleRAM Foundation - Hilti - How do I Logout of the hilti account in RAM Foundation?
How do I Logout of the hilti account in RAM Foundation?
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RAM Structural System - Issue with deflected shape of a building with steel...
When I test the deflection of my model only the outer lateral frame shows up. I'm not sure how to connect my gravity system so that it shows up in the deflected shape as well. Can someone help?I...
View Articlepbrace command and physical members
i have made a 2d model in which rafters are physical members.when i apply simple CHECK CODE ALL the rafter sections are giving ratio less than 1 and passing but when i apply CHECK CODE PMEMB 1 2 ,...
View Articlepbrace command and physical members
i have made a 2d model in which rafters are physical members.when i apply simple CHECK CODE ALL the rafter sections are giving ratio less than 1 and passing but when i apply CHECK CODE PMEMB 1 2 ,...
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Thermal Load
I have applied thermal temperature difference for beam analysis, but the resulting axial load is not matching with AISC results. As RAM element is calculating the same axial load for different sizes...
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Compatibility on Version 22.12.00.142
Hello! Do we have compatibility issues on Staad Version 22.06.00.138 vs. 22.12.00.142? When using Version 22.12.00.142, were not able to view utilization ratio of Staad designed using Version...
View ArticleCorebrace BRB Factors
Hi,I am working on a project with CoreBraces, I believe I have assigned the correct Kf, β and ω Factors but I cannot display them on the model as outlined in the online resource. Is there a trick to do...
View Articlelocal axis command
I have this basic question that by default the local axis of members are x,y,z and if we provide purlins then lx ly will be equal to the spacing of purlins for instance 1.2m. but if somehow we have to...
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Steel Design
I am using version Version:22.12.00.142 .I can't find the Steel Design Icon in the Workflow section like in version 21,000...I wonder if it has been removed from Staad.Pro or what needs to be done to...
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Error message when using RCDC
How to solve this problem ????When run model in RCDC this massage appear. Thanks & Regards,Abdelhamed HegazyDesign EngineerAlfanar Building Systems Co. Tel : (+966) 92 000 6111  Ext.: 3890Fax :...
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RCDC SELECTED FILE IS NOT COMPATIBLE WHEN IMPORTING SLAB DATA IN BEAM DESIGN...
Hello i keep on getting this message when i try to import slab data in beam design using RCDC Update 5 version 11.05.00.155Iam attaching my STAAD File and RCDC FilesSTAAD...
View ArticleSTAAD Foundation Advanced CONNECT Edition V9 Update 7.1 keeps crashing
I am trying to import supports and reactions from STAAD file to STAAD foundation to do pile design, but as soon as I set loads - Primary, Ultimate and Service and click import, STAAD foundation keeps...
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Regarding the abnormal utilization ratio for the section chosen from user table.
Hi.I'm designing a truss. The truss members are of 2ISMC back to back and front to front sections.I have defined the top chord member property by using the Indian section database and by using the...
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STAAD Foundation Error Message
Hello, I am using STAAD Foundation to design a couple of footings. I imported my reactions from STAADPro but I keep getting this error message when I try to run the design. Is the column reaction not...
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RAM Connection AS4100 Web Side Plate - Tension in net area
Hi,I noticed that design check 5 in the AS4100 web side plate calculation uses the depth of the web side plate to calculate tension area of the supported beam. I am designing a coped beam and I would...
View ArticleNon linear time history analysis in staad pro CE and
When non linear time history analysis is implemented in staad pro CE?
View ArticleSTAAD PRO PINNED AND FIXED SUPPORT OF STEEL STRUCTURE ATTACHED ON PEDESTALS.
I have create a simple model for self learning ,i would like to know if the model is correct.1.Columns which are positioned at x= 0 ,the joint of pedestal and steel column has to be fixed, then if this...
View ArticleLINK WHERE I CAN DOWNLOAD OR SEE ALL UPLOADED MACRO FILES
Hello may you help with a link where i can see all uploaded macro
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RAM Elements v16 Update 16.08.00.170 Incorrect lateral deflection
This HSS is subjected to 1.44 k/ft of lateral load. When the ends of the HSS had no moment restraint , the deflection was L/138. Now that I am fixing the left end (red circle in the snapshot below), it...
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