Clik here to view.
Report on truss design module of RAM Elements
I assigned a uniform load in Kip/ft on a truss. However, the report shows up kip/in. I haven't run the numbers but may be this is something to look...
View Article***WARNING - INSTABILITY AT JOINT 1735 DIRECTION = FY Losa de espesor Variable
Buenas tardes, estoy Modelando una losa de espesor variable, y tengo este mensaje de error, por favor si alguien sabe algo al respecto, envio editor. Muchas Gracias...!STAAD SPACESTART JOB...
View ArticleIn beam to girder connection I am not getting option to add stiffeners...
communities.bentley.com/.../sttifner.doccommunities.bentley.com/.../sttifner.pdf
View ArticleRAM Concept Questions on Load History analysis
Hello Support team,Would you please help me to clarify the following questions related to load history calculations to Eurocode 2:1. when I create additional load combinations intended for load history...
View Articleerror message DATA SHOULD FOLLOW AFTER CONSTANT COMMAND AND NOT ANY OTHER...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 10-Jun-19END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 187.228 -15.1502 2.20971; 2 189.438 -15.1502 3.125;3 191.648 -15.1502 2.20971; 4...
View ArticleClik here to view.
Built-up Columns with four I sections
I'm working in built-up column with four I sections. I'm getting some results and not sure the results are correct. Can someone please check the model is correct?Thank...
View ArticleStaadPro connect edition - error in steel design result in UI
Hello Sir,With connect edition Version 22.01.00.39 update 1, I am facing the below problem.The design result shown in the UI is not matching with the design output file.Even though the failure is not...
View ArticleClik here to view.
STAAD Pro does not design all steel members
Please check attached STAAD Pro input file.When run the problem, it does not perform steel design for all members.Does anyone know what is the reason for...
View ArticleRAM Concept Negative Soil Bearing Pressure
Hi, I am getting negative soil bearing pressure in my minimum soil bearing pressure plots. I have run 26 iterations of zero-tension analysis. Do you know what might be the reason? Is this a concern?...
View ArticleClik here to view.
IFC export from STAAD
I have been using Structural Synchronizer to export reasonable looking IFC files from STAAD.However, some modifications are made to the model during the export process - for instance - in the model...
View ArticleSteel Composite beam design
Good dayWhen doing steel design, and marking a beam as composite.With no concrete slab over, the beam hasta a design ration over 1.0With the concrete slab over it, but with the design parameter of CMP...
View ArticleClik here to view.
RAM SS Unstable Structure Detected
Hello,I have a steel framed building with single diagonal CoreBrace BRB's. I've found that it is a code requirement that BRB's are to be excluded from the gravity load (ACI 341-10 Section F4.3) and...
View ArticleClik here to view.
PROBLEMA PARA IMPORTAR DE RAM A STAAD.PRO CON EL SINCRONIZADOR ESTRUCTURAL
1.- Se analiza y diseña un modelo en RAM ELEMENTS donde los ejes globales X, Z, Y siendo y el eje vertical.2.-Se pasa dicho modelo de RAM ELEMENTS al SINCRONIZADOR ESTRUCTURAL (Structural Synchronizer...
View Articleregarding *WARNING* PLATE NO. 28(JOINTS 4 - 5 - 13 - 12)
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 11-Jun-19END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 6.25 0 0; 2 4.41942 0 -4.41942; 3 3.82689e-016 0 -6.25;4 -4.41942 0 -4.41942; 5...
View ArticleClik here to view.
RAM Concept - beam moment capacity
Hi guys,Are you able to explain why the moment capacity of my beam changes along the length? I have 7N24 bars continuous along the entire beam. I would have thought the capacity would be constant once...
View ArticleClik here to view.
Full elevation not displaying when modeling braced frame
I am trying to put braces into a frame and I am having am issue with elevation view not displaying all of my stories. When I generate an elevation using a beam on the top level ("high roof") only the...
View ArticleTorsion
i have created a user table for a square- ish shape with applied torque. the results do not show the torsional stress contours. nor is a 3d rendering available. how can i see the stress contours and...
View ArticleMerging nodal load case in RAM SS - Crane load
Hi Everyone,I made nodal load cases for the crane load (nodal load type:other) in RAM modeler. Instead of moving load, I have included them as 4 static nodal load cases. After analysis, I have checked...
View ArticleStaad Node points always show
Staad Node points always show even when box is not checked. Is there something causing this that is known problem. Is there a workaround
View Article