Clik here to view.
Axial from Seismic Load in RAM Structural System Wall Group Forces?
Hi,I ve got some question on RAM Structural System wall group forces, why do I have axial load in earthquake case loading for semi rigid diaphragm while it is zero for rigid diaphragm? Are they...
View ArticleClik here to view.
Ram Elements -Attachment point
How can attached columns shown below to top flanges of the beam instead to the center?
View ArticleMoving Point Loads With Columns In Concept
Hi,I have a two way slab I've imported from RAM SS. It has been detached from the original model and is currently working as a standalone slab analysis model - with the original loads from the columns...
View ArticleOPEN STAAD Issue- Not getting Beam Width & Depth
I get stuck with the highlighted line and get "Run Time error 438" when I run the following code.Please help....Sub beamppt()Dim pdWidth As DoubleDim pdDepth As DoubleDim pdlength As DoubleDim...
View ArticleSTAAD Foundation Advanced 8.0.1.33 Bug
Say you are setting up a Mat foundation job, try adding a line load or point load or whatever to lets say the Dead Load case. Now assume that you added it by mistake and you want to delete it, so I...
View ArticleBCF-Shear force at column face - Seismic provision
Dear Admin,I am designing extended end plate connection for IMF-frame (AISC-LRFD) with seismic provisions (AISC-DG4 & AISC 358-05). Regarding to the provisions given in the aforementioned standards...
View ArticleHow to check tubular joint checks as per Norsok -N-004 in Staad
Something is wrong in my syntex for tubular joint check in staad for norsok code.Can any one give me some example for this.LOAD LIST 100 101 200 201PARAMETER 1CODE NORSOKCHECK JOINT 24 25 26 27 28 30...
View ArticleRam Steel Defaults for HSS
Default values for HSS were changed to A500 Gr C in a recent RAM update. Any ideas on how I can adjust this for current and new models? Typically use A500 Gr B.
View ArticleCommand for dividing plate elements
Hello Everyone,As we all know that dividing surface mesh is a easy task we only just need to invoke a command for surface division in the Input file but I find dividing the plate element is really a...
View ArticleFloor Load within a Member Group
Hello Everyone,Please guide me on how to apply floor load using member group.
View ArticleRam SS building height for Auto Seismic load
I have a building with a penthouse that I have framed in my model for gravity design, however for lateral I have combined the mass to my main roof level b/c I will design the penthouse lateral using Fp...
View ArticleClik here to view.
Problem after installation of Ram Structural System
Hi,I have been experienced some problems after installation of update of Ram Structural System v15.02.00.000. the program show a message that indicated that have some problem with working directories...
View ArticlePlate Girder Bridge - Neutral Axis to Calculate Moment at Midspan
Please see the attached STAAD model as a reference.I am modeling a bridge with four 72" deep plate girders + 10" thick concrete deck on top. I have modeled everything using plate elements and I'm in...
View ArticleClik here to view.
i am not getting the buckling page in post processing
hi,I have just run the buckling verification example staad file in my machinewith activating the advanced analysis solver, but I am not getting the buckling page in post processing. please let me know...
View ArticleMore than one boundary per Mat job. Bug captured.
Can I create a mat job for two separate boundaries in the same file. This is similar to the question above but in this case it's the same job used more than once?Right now after many trials the answer...
View Articlehow to model a one way slab in staad pro
Hello every one ,I would like to model a one way slab in staad pro by using plate loads not floor load because I am modelling 2D model, I have tried many boundary condition in one way like two...
View ArticleClik here to view.
Under ground Sump with pumps on top slab - Dynamic analysis
We have model a underground sump tank, with an internal separation wall and on top of slab, 4 pumps are mounted.Time history analysis is performed in STAAD, to calculate the allowable velocities,...
View Articleseismic load analysis joint weight & member weight
In seismic load analysis joint weight & member weight is required or not ?
View ArticleHow to bring SolidWork file into staadPro ?
Hi,I want to know how to bring SolidWork model into Staad Pro.
View ArticleClik here to view.
generate wind load using staad pro as ASCE
Dear Expert,I have one question when applying wind load according to ASCE 7-10 using automatic staad pro wind generator on steel hangar ,first, i notice that the force that acting on roof in wind ward...
View Article