Torsion in Beam
Hello,I am designing a post base support which I modeled in STAAD. It's something like posts sitting on HSS's which are connected to two parallel channels. Please see below. I am getting some torsion...
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Adding a double beam with offests on main beam
Hi, is there a way to add on staad double beams on the main IPE 500 beam as shown in the cad capture .I want to duplicate the cold formed steel beams in the model and postion them at the lower portion...
View ArticleCombine Modes in STAAD for Modal Analysis
ASCE 7-16 section 12.9.1.1 allows us to combine all modes with a period less than 0.05 seconds into a single 'rigid body' mode. Is there a function in STAAD that allows us to do this? I'm using version...
View ArticleError message "density not provided"
the error is as below 1. STAAD SPACEINPUT FILE: Project.STD 2. START JOB INFORMATION 3. ENGINEER DATE 28-MAY-19 4. JOB NAME RC2 PROJECT 5. ENGINEER NAME HUANG 6. END JOB INFORMATION 7. INPUT WIDTH 79...
View ArticleRunning RAM Elements on Cluster - FEA
Dear to Whom it May Concern:Is it possible to run RAM Elements on a cluster so that you can divide meshes more finitely than say, "40 inches"??!
View Articlecenter of force
Hi!Please help me how to show center of force of load 1.Thankscommunities.bentley.com/.../RMM_2D00_BC05_5F00_14_5F00_Mat.std
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Average Moment Consideration for FEM analysis in STAAD.Pro V8i
While doing the foundation design in STAAD. pro through FEM analysis, it was found that if the Load applied for the Horizontal Equipment is concentrated through pedestals modeled as concrete beams, the...
View ArticleSimply Supported Truss
Was wondering, if i put a 0.07457 kip/foot dead load and a 0.02514kip/foot live load, it would sum up to 0.09971kip/foot total vertical uniform load.If i analyze it manually using wl/2 for my reaction,...
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Can I reduce font size of RAM Connection Standalone?
I have some problem about RAM Connection Interface on my laptop as per picture below;text on my screen overlap & I can not to solve this problem.My Laptop is Huawei Mate X PRO
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Transfer section properties from STAAD Pro to Abaqus 2018
How can i transfer the below General section properties from STAAD to Abaqus START USER TABLETABLE 1UNIT CM MTON*STRINGERGENERALBEAM3.5X3.5X0.5-1P*146.77 66.04 1.27 18.7325 0.9525 100728 1428 145 3050...
View ArticleTwo version of STAAD on a computer
Hi,Would it be possible to have 2 version of STAAD installed on a computer please? Will it cause any conflict while running them?Thank you.
View ArticleStaad pro - offsetting
Hello, I was wondering what implications offsetting has on a model. How exactly the program responds to this command? Also, this raises the question whether it is better to offset or it is better to...
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Beam to column web (wide flange) with end plate
Does RAM Connection has the ability to design Beam to Column web moment connection using end plates, where both beam and column are wide flange members? Please see the attached image for the...
View ArticleRAM Steel Beam - Beam Length Changing on Its Own
I have a multistory building of composite steel beams and girders and I need to change the typical beam size based on fabricator preference. I assigned a new steel beam size to these beams in the...
View ArticleRevit could not complete the external command. Contact the provider for...
Hello,I just installed Structural Synchronizer and the Revit ISM plugin to try and transfer a Revit Model to RAM SS. However, when I click on any of the buttons provided in the Bentley Revit Tab I get...
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BUILT UP SECTION VARYING ALONG THE LENGTH
I Have as above sketch steel beam , will be cut in trapezoidal shape along the length is there a way to insert it on staad
View Article2 separate response spectrum under 2 load cases
Hello Community,I have small doubt about the response spectrum mass definition.Is it possible to define 2 different response spectrum in single model / STAAD file.I am designing structure for number of...
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Distorted Shell Elements - Meshing issues
When I run my model I get this type warning for several of my floors. Per other forum posts, I have tried updating my merging and geometry tolerances. I have slowly increased those to no avail. I got...
View ArticleSHEAR WALL DESIGN OUTPUT
Hello,Please, could anyone explain why shear design output is the same at all levels? I mean, if I have a 10-storey building, why should I have the same area of reinforcement on the ground floor walls...
View ArticleRam Sbeam. Teaching material
Hi, I am a Proffesor of Structures in UNSAM UNiversity in Argentina. I have used Ram Sbeam program several years ago, but the version is up to date. I would like to try with Ram Sbeam as teaching...
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