RE: Error log file and the STAAD PRO version
From the log it seems SP3D is unable to map STAAD.Pro sections and materials. If we can recall correctly, SP3D used to have some kind of mapping table for this purpose. From within the SP3D import...
View ArticleRE: Still facing a problem to import into SP3D from STAAD
further discussions at the following forum postcommunities.bentley.com/.../132961
View ArticleRE: Dynamic Load Amplitude of Centrifugal Pump
From your problem statement it seems logical to consider 4140 kg as the amplitude for the dynamic load case. I haven't been able to take a look at your .std file yet. Will do so and revert back.
View ArticleRE: Dynamic Load Amplitude of Centrifugal Pump
Dear SyeThanks for your reply. I already know why my time history displacement is out of my project specification (very big). I put FX and FZ for Time Load before.. in fact, i should only use FY and MY...
View ArticleRoller support
Hi,I am confused while assigning roller support to any structure. I was taught to release every parameter except 'FY' in Fixed But option but I stumbled on a tutorial in youtube where the person does...
View ArticleRE: How can I connect two bracing members from the top flange of one girder...
If the bracings are connected from the top flange of one girder to the bottom flange of the opposite girder and form a cross, then we would be needing an intersection point to get the forces for the...
View ArticleRE: Print supporting reactions using gui
Go to the Analysis/Print -> Post-Print vertical page on the left hand side and then click on the Define Commands button on the right hand side. In the opened dialog select Support Reactions tab and...
View ArticlePrint supporting reactions using gui
Hi,Could you please tell me how do we give print support reactions command using gui?Thank you
View ArticleRE: In RAM Structural System, is there a way to copy surface loads when a new...
Regretfully, there is not a copy feature that will allow you to copy information from one layout and then paste it into an existing layout with other information on it. If the new layout is completely...
View ArticleIn RAM Structural System, is there a way to copy surface loads when a new...
In RAM Structural System, is there a way to copy surface loads when a new model layout is loaded in rather than input the loads in each time?
View ArticleRE: RAM Frame Joint Code Check
Just checking in on this thread. What are your thoughts on the section from the NEHRP guide quoted previously, Seth? Is RAM modelling the frame appropriately to ever be able to take the higher strength...
View ArticleRAM Frame Joint Code Check
I am attempting to use the Joint Code check functionality of RAM Frame, and am a bit confused about implemenation, so any help would be appreciated. From my readings of the Frame anlysis, and steel...
View ArticleRegarding live load on bridges
Respected Sir,I am sending one staad model on bridge deck which is subjected to live load only. The bridge contains deck (plate) element , longitudinal and cross girder. The mesh size is 0.80 x 0.83 m...
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RE: How do columns designed for post-tensioned garage in Ram structural system?
If you integrate the RAM Structural System model with Ram Concept for the design of the PT slab and beams, then the modified column reactions from the Balanced Load are sent back to Ram Concrete and...
View ArticleHow do columns designed for post-tensioned garage in Ram structural system?
The concrete column design does not include PT force. so How the concrete column would be designed in ram structural system for Parking Garage structure?
View ArticleRE: wind load
To AndrejLogunov:I am trying to use this approach to apply generated wind loads on an array of three lattice towers, linked together by cables. I keep getting a "range option bug" error in the...
View ArticleRE: RAM Frame Joint Code Check
Yes, we are now recommending that user ignore rigid end zones, using centerline analysis for the greatest flexibility in the model. We do not explicitly model the joint using 8-node quadrilateral...
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