staad pro foundation
hi,I am doing a foundation analysis but when i launch the design analysis a error message come on the window :ERROR : Could not calculate design shear force and bending moment , skipping design .Thank you
View ArticleDESING MEMBER TENSION
I'm trying to design ceiling bracingAusigne en staad pro el memberFollow the steps for assigning this commandChange load combinations by repeat loadBut still I'm not designing the elementsNo acting...
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User Table in STAAD
Hi,I'm trying to create a small industrial shelter using (a not-typical type of) tubes.When I inputted it in the user table and then I tried to generate a render model.The output view was wrong.Could...
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Continuous Beam Along at the Top of Column Connection
Hi,I know this type of connection is just easy to calculate, but still I wanted to ask if this type of connection is available to the ram connection in Eurocode.Thanks
View ArticleIsolated Footing as Design to Corner lot footing and Footing on Property Line
I am having trouble on how to design footing located in a property line and corner lot on staad foundation . I am currently designing a 5m x 16m lot, but due to minimum width space I have to design...
View ArticleRAM Concept - Report Formatting
Is there a way to prevent RAM Concept from including the default headers and footers on the report pages? I've attached a PDF that shown an example of the header/footer. My company uses the RAM...
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Member Load
What will be the difference if we choose PX,PY,PZ instead of GX,GY,GZ.Please Clarify it with proper example.....
View ArticleOpenSTAAD | Property.CreateMemberPartialReleaseSpec
Greetings STAAD Users,I am creating a Visual Basic Macro using the Properties Command CreateMemberPartialReleaseSpec.After a couple of tries, I have being getting trouble with this command. See the...
View ArticleMember Loads not updated when nodes are moved.
Hi,I have an existing member load on a member ( Beam #16), and when I command move, the new location of the node is between the existing member load but unfortunately the member load length is now more...
View ArticleModeling Cruciform Column in Staad Pro.
Hi,Can you please tell me how do we model a cruciform column in staad pro.?Thank you.
View ArticleSTAAD Pro file not recognized
Why my STAAD Pro analysis saying that my first line is not starting with "STAAD" while it's clearly showing STAAD SPACE ..... in the first line. Here is what shown in the output file of that run. I...
View ArticleCode check using AISC Unified vs LRFD 3rd edition of T members
When I was checking my structure using AISC Unified, I noticed some of the T members were failing. I tried to increase the size with little effects. So I looked into the details and saw that the demand...
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Supports Specifications
What is the difference between Fixed and Enforced Support?Please explain it with proper example.....
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Supports
When we have to use Multi linear spring support and Tension/Compression only springs support?Please explain it.....Please tell me how we can create a multi linear spring support.....
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Load Values is showing in on different unit system.
In my model current Input unit is taken as Foot and Kilopound.Load is also in Kip/ft.But when I want to see the load values it is showing me on different unit system as kN/m.How can I fix the problem?...
View ArticleDynamic Load
Dear Sir / Mam,In this Year (2017) i am using Staad Pro. i am facing a problem who i can design steel frame with Dynamic load. I have rpm and Mpa (loading details). please provide your...
View ArticleError in member sections
Hope somebody can help reviewing my modelling. i dont know the problems. this is my first time modelling in staadpro
View Articlestaad pro
what does these messages means :**WARNING** AVERAGE FLANGE THICKNESS IS TAKEN FOR DESIGN **WARNING** TAPERED BEAM DESIGN OUTPUT RESTRICTED TO TRACK 0thank you
View ArticleRAM Connection Beam Setback Assignment
I am using RAM Connection integrated with STAAD.Pro V8i and am running into an inconvenient issue with setbacks in my connections.1. I have created several custom templates where I have clearly defined...
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