How to disable live load reduction in Ram Concept?
Hi, Everyone,I have a question for Ram Concept, How to disable live load reduction in Ram Concept?Thank you for your advice,Roy
View ArticleRam Frame Ground Level With Subterranean Levels
Is Ram working on an option to set the base level at a certain level and a level where the forces are generated? I have read the posting about the setting the ground level and how it applies a...
View ArticleDesign Moments_Slab
Hi,Can please you tell does the Staad adds twisting moment Mxy to the major moments Mx and My when calculating reinforcement, provided DESIGN ELEMENT command?Thank you.
View ArticleNot able to turn on the node symbol by using hotkeys (Shift + K on keyboard)
While in Geometry tab in Analytical Modelling, hot key Shift+K does not toggle the node symbol.I am on Staad Pro Adv. connect edition 21.0.0.57
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How to view Graphs, Beam Forces and stress in the latest Staad.pro CE...
In the non-connect edition, it was easy to view beam results: Graphs, Forces and stress.However in the latest connect edition it is difficult to find the same view.Can anyone help?
View ArticleI am designing rectangular tank for water storage and the value which i am...
I am attaching file please help me with value of horizontal stresses at cornerI am not able to attach the file so i have uploaded it in dropbox please download and help me with this tank design...
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Dimension units reverts back to 'ft' automatically.
Hello all,In my structural model, for dimensions I prefer metric or SI units. On opening the new model I change this settings from View > Options. However, everytime I create a new file, I have to...
View ArticleWhat is Recommendation Engine?
When I choose the License Management Tool from STAAD one of the products listed is "Recommendation Engine". I searched around the Bentley website a little bit but I can't find any info on it. What the...
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USER DEFINED PROPERTY
Dear Engineers, I like to create a property as i attached in image. one end of property(node number 1) is small and other end of property(node number 2) should be bigger.../ plz help be as soon as...
View ArticleModelling Rock Anchors in Staad
Hi. I have two questions. I know the anchor capacity, hence am checking the model for uplift forces if the reactions at the anchors modeled as springs (Fixed but with spring constant based on the...
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solid modelling
I was trying to create a circular base slab using solids.Can someone please explain why the pic above looks the way it does?...i modelled the lower half and then mirrored the upper half..is this the...
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RAM Concept not opening a file and received a pop up message that say's...
And when I'm logged in, the program will open but won't load a file. Concept.exe also disappeared from Task Manager. Please help we're on an urgent situation for our project and it's affecting our...
View ArticleSTAAD FOUNDATION ADVANCED ISSUES
Hello! I recently obtained STAAD Foundation Advanced and have been learning with some of the mat foundation examples. After I open up one of the models I immediately run an analysis on the foundation....
View ArticleDoes STAAD auto calculate surface area of beam applied from section database
Hi everyone,My case is that I want to apply snow load on beam assigned from section database(UA60X60X8) in global y-axis. If I use area load, will STAAD auto calculate the surface area of where the...
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Meshing tool for a concrete slab.
Dear community, How can I effectively create plate mesh that intercepts with the nodes (base columns), shown in the render, I’m trying to create a “random” mesh that get close to a plate node and the I...
View ArticleSTAAD Pro V8i(SELECTseries 6) - Steel Design.
Hi There,The new STAAD Pro V8i(SELECTseries 6) program doesn't contain steel design to Canadian code CSA S-16. Please check. Thanks.Sam Benny,Winnipeg
View ArticleNumber of Required Reinforcing Curtains Issue
The company I work for just recently updated to the new version 15.05 to design our models using ACI 318-14. When designing concrete shearwalls, I am getting a design warning as follows: Segment ####:...
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Shear Stress or Shear Force_Plates
Hi, Can you please clarify the questions below,1) Are the SQX and SQY out of plane shear stresses, that act perpendicular to the plate thickness?2) What are Max QX and Min Qy in the plate stress...
View ArticleTruss Design
Greetings all!I am designing a truss of 91m clear span and 25m height. I just want to confirm if my design is okay or not.Some of the members are failed. I will pass these members and proceed for...
View ArticleError in creating ISM file from Revit 17
I am trying to create an ISM file for Ram Structural System from Revit 2017/2018. The following error appears:"operation failed: exception occurred and was logged could not create ism interface 6.0"I...
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