how to use RAM in staad pro and why it is inactive.
how to use RAM in staad pro and why it is inactive.
View ArticleSection Wizard Errors
I have tried to make a unique section using the section wizard. I have no problem creating the shape, exporting to STAAD, adding it to a new user table and then assigning. However when I try to run a...
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Ram will the user reinforcement and PT influence on the bending moment...
Dear all,I have few questions when I checking an existing two way slab,(the study is focus on the edge beam highlighted below) could you help me to answer the question below?The layout of the two way...
View ArticleStaad Foundation Advanced V8.2.0.31 crash
When I try to design a mat foundation using Staad Foundation Advanced V8.2.0.31, it is crash after running the analysis.After the analysis the program immediately showing the calculation sheet report,...
View ArticleDesign of custom material (Aluminum) not working
In Ram elements V8i, I added the properties of aluminum into a new material. I changed all my members to be aluminum but when I try to design it, it says that they were not designed, no reason given....
View Articleinterface not supported
When attempting to optimize a wall design in RAM Elements Standalong Module, receive and error message: "Interface not supported" Help!
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Support reaction other than global direction?
Dear Staad expert,I am modeling a continuous 3 spans curved bridge and wanted to know if the support reaction value from the post processing able to report according the local coordinate of the...
View ArticleHow to add "view selected object only" to a toolbar, for example, "view toolbar?
How to add "view selected object only" to a toolbar, for example, "view toolbar?
View ArticleSTAAD automatically opening Advanced
Is there a way to change the default program back to STAAD.Pro instead of STAAD.Pro Advanced? I am running the latest CONNECT edition and accidentally set that opening prompt to stop showing up. Thanks,
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How to add stiffeners (angles) to the plate?
From the picture above, you can see the stiffeners are outside of the plate. But when I add plates around the stiffeners, Staad adds it to the centroid of the stiffeners rather than the outside? Thanks.
View ArticleTruss Connection in RAM Elements-Truss Module
How can I design steel truss connection in RAM Elements- Truss module. Is it possible to use RAM connections for a truss set up in the RAM Elements truss module?
View ArticleElement Load Specifications-Plates in Staad Pro.
Hi,From section 5.32.3.1, Option 1 of Staad TR-Manual: If only x1, y1 is provided, the load is assumed as a concentrated load applied at the specified point defined by (xi, y1). Could you please tell...
View ArticleBS 5950 Clause 4.7.10.2 (c)
Hi there,It seems like STAAD has not taken consider Clause 4.7.10.2(c) for angle section."by a single bolt, the compression resistance should be taken as 80% of the compression resistance of an axially...
View ArticleStaad foundation.
Hola a todos quisiera saber como debo modelar la interacción suelo estructura en staad pro.
View ArticleSTAAD FOUNDATION ADVANCED
Hello, I am designing a combined footing pile cap on Staad Foundation Advanced v8i and I am wondering why my pile cap is so long. In the shear calculations on the calculation sheet I see a Pcw value...
View ArticleRAM Concept - Development Length of Tendons
I tried looking through the manual but couldn't find any information about the development/transmission length of tendons, particularly at dead ends. I'd like to understand better how RAM Concept...
View ArticleI am a beginner. What is the best way to learn STAAD-Pro? Please suggest.
Can anyone suggest me the ways to learn STAAD-Pro? I just completed my graduation.
View ArticlePlease see the attached model and tell me why these member showing...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 07-Jun-17END JOB INFORMATIONINPUT WIDTH 79UNIT INCHES POUNDJOINT COORDINATES1 0 0 0; 2 0 0 120; 3 46 0 0; 4 46 0 120; 5 151 0 0; 6 151 0 120; 7 256 0 0;8...
View ArticleGlobal Plate Stress
Hello,When working with plate stresses, there is a stress type option of 'Global Stress', where the user can choose 'Result Dir.' and' Up'. I can't seem to find a description or derivation for this...
View ArticleError, Steel table Property is not Found in Table. Check syntax.
Can u guys help me in my assignment... Im new to STAAD and i cant understand the ERROR in my work THIS IS MY FILE
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