Joist deflection
I am using LH joists in my model and I noticed that when I increase the depth of my joist, the deflection is increasing rather than decreasing. Has anyone had this issue? The loads and joist spacing...
View ArticleRAM SS Merging Nodal Loads
Hello,I have a three story building with a rigid diaphragm on levels 2 and 3 (level 1 is ground). My roof is a metal deck and I want to analyze it as flexible.I created my Nodal load cases labeled...
View ArticleRam Connection Eccentricity
For a typical bolted, gusset to brace connection, there is a small eccentricity to the gusset plate. Is there a way to account for this in the overall gusset design?
View ArticleBase plate in ram connection staad pro v8
I have a problem in my project. I use ram connection in staad pro V8 and designed baseplate and pedestal. the design status is ok my problem is why does the design check is blank on the results?please...
View ArticleWarnings
Hi GuysI was trying to fix 3 things in the last couple of days. unfortunately, I could not fix all the problems, so I hope to get help ASAP.the First problem that I had and I could fix is the warning...
View ArticleClik here to view.
One Way Load - Not matching with the orientation of member assigned ?
Dear Colleagues,I happened to open an STAAD file modeled using the previous version, but when opened in my CONNECT Edition 21.03.00.146, i noticed that ONE way loading diagram assigned to a set of...
View ArticleSTAAD Pro | Output Mass Associated with Each Node
Is it possible in STAAD.Pro to output the mass associated with each node in a model?
View ArticleClik here to view.
ISM plugin Revit 2018 is not working.
Hello, Good afternoon. I am new here.We are trying to export a Revit model to Ram and see how much time we could save.. Any thoughts of why ISM plugin is not running?Thanks.
View ArticleEffects of Finer Plate Meshing
Hi all,I am still verifying the effects of finer plate meshing so please bear with me.I have two structures that have different meshing for the slab, one is using triangular plates (large) and the...
View ArticleDefine compression only spring in Incline supports
Hello,I'm modelling a Circular Silo project, i have put incline supports since i have a circular silo, But can someone please explain me how to define compression only spring in the same...
View ArticleClik here to view.
Negative reaction result while analysis for transportation cases
Dears, i was having a problem while do the transportation analysis for module. by putting 4 supports, it should be give around the same reaction since the multiwheel is located at the centre of the...
View ArticleClik here to view.
AutoDrafter does not show all members
Please see attached input file.When running STEEL AUTODRAFTER, the program generates correctly only some of the members.Please see image and dxf...
View ArticleWhat does Ct stand for in NPB shapes / Indian data base
What does Ct stand for in NPB shapes / Indian data base. How these values are achieved?
View Articleram concept
how can i design slab without having beam design and detailing included in the slab output result
View ArticleRaft foundation design with different thicknesses in Staad Foundation
Hi,Can we design the raft/mat foundation with different thicknesses in staad foundation advanced software? Please see attached sketch, greater thickness at column supporting mat and lesser at other...
View ArticleCan I model sloped columns in RAM Structural Systems?
Can I model sloped columns in RAM Structural Systems?
View ArticleViewing only max Utilization in STAAD
HiHow do I view only max Utilization in STAADRegardsHassan
View ArticleClik here to view.
Column Weak Axis Bending
For my moment frame columns, weak axis moment is being applied to them correctly in the gravity column module, but not in the frame module... Can anyone provide some insight as to why this would...
View ArticleClik here to view.
[Ram Concept] Question about the long-term deflection ACI example on Wiki
Hi there,I went through below Wiki link of an example of long-term deflection based on ACI 318. However, I'm not sure if I have understood it correctly. Please kindly advise.In the end of this example,...
View Article