Design using Coldform Sections
Hi Members,I want to design a prefabricated G+1 Building using Coldform Sections only, Is it possible to do the analysis in Staad or I should go with any other software?I am a PEB design Er. uptill now...
View ArticleRE: Slab concrete Cover
The face of the slab which is in the direction of the positive local Z axis, is considered by the software to be the top face. If the local Z axis for all the plates are pointing downwards, this means...
View ArticleSlab concrete Cover
Hello everyone,I'm just a beginner here in STAAD. I'm just trying to learn STAAD mostly from the communities and I observe that most of the Plates are modeled with the Z axis pointing downward so I...
View ArticleRE: Truss Sign Convention in Staad Pro
You can find a good discussion on the same topic here: communities.bentley.com/.../342627
View ArticleRE: Design using Coldform Sections
Yes, cold formed sections can be successfully analyzed in STAAD.Pro.
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Truss Sign Convention in Staad Pro
Hello Everyone,We generally write axial force in tension members as 'positive(+ve)' force, whereas 'negative(-ve)' in compression members of the truss structure.But in staad analysis it was opposite,...
View ArticleRE: 31.64m span intake tower footbridge
i also tried replacing the single intake tower footbridge side diagonal angle with double back to back angle but the result was the same size as that of the single. can someone redesign the side...
View Article31.64m span intake tower footbridge
Please can the house help me confirm whether my analysis and design is okay. see attached file for the file. Thank...
View ArticleRE: STAAD DESIGN OVERHEAD TRANSMISSION TOWER ASCE 10-97
Hi Jason, We will get back to you soon.
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RE: How do I remove the beams numbers (R2)...?
Go to View -> Structure Diagrams -> Labels and select None for the Properties as shown in the screenshot below:
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Design Capacities - EC3
Can somebody explain the "m" and "n" values shown in the Steel Design Tab - for example (based on EC3 design code):-I assumed that "m" was probably the uniform moment factor (for the critical load...
View ArticleOpenStaad - How to get BeamEndForces Envelope Values
Happy new year to all.I am able to get BeamEndForces per loadcase by using Output.GetMemberEndForces. See my C# code below (still in progress).But how can I get the envelope values?Any idea?Thanks and...
View ArticleRE: DENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED.
It looks like you did not assign any material to the members. Assign the material and this warning should go away.
View ArticleRE: RAM STEEL MODEL QUESTIONS - Iglesia De Dios Church
You don't have to model separated diaphragms on independent stories with RAM SS (any more). You can model multiple diaphragms on a single level type. Just enclose each diaphragm with a slab edge...
View ArticleRE: DENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED.
my candid advice is for you to start all over again but you must be mindful of the units. when applying the loadings you need to change the units to KN and m.
View ArticleDENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED.
Good day everyone..Can someone answer my problems in error in Density not provided and selfweight command ignored.* STAAD.Pro V8i SELECTseries6 * * Version 20.07.11.33 * * Proprietary Program of * *...
View Articleplease can somebody help me check my design . Please its very urgent because...
see attached [View:/cfs-file/__key/communityserver-discussions-components-files/5932/2744.31.64m_5F00_Intake_5F00_Tower_5F00_Footbridge_5F00_ADOPTED.rar:940:0]
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