LOAD COMBINATIONS-STAAD PRO
hIFind the attached excel sheet for staad pro load combination generation along with reportRegardsMallesh(Please visit the site to view this file)
View Articlewater modeling/management software solutions in hospitals?
Dear Bentley Gurus,Would you please share few examples on water modeling/management software solutions in hospitals?Thanks in advanceHenry
View ArticleSupport
Hi Staad community, I have this issue can staad possible to rotate support like pin or a fixed, I have this model I like to make a coonection thru beam face,Once again thanks in advance
View ArticleWhy does axial load in foundation level shows negative while designing G+6...
Axial load negative while designing
View ArticleClik here to view.
Eurocode National annex warning "Unknown National Annex is specified"
When running latest version of Staad Pro. The following error shows up after the "NA 2" command.Warning: "Unknown National Annex is specified. Default BS Annex is used"Does anyone know how to solve...
View ArticleAssociating the RAM SS project file through cloud services
Hi,Any time I try to associate the project in RAM SS I get an error message saying: "a problem caused program to stop working correctly" even though I'm signed into my connection client account.Please...
View ArticleClik here to view.
Seismic Definition IBC2006
Hello,If user do not set parameter of CT value from ASCE 7-05 Table 12.8-2, how did STAAD.Pro V8i come up the value of parameter CT?Figure below is the user input.Figure below is the output...
View ArticleSTAAD Technical Query
Dear Sir,I calculated bending moment and steel using Staad ProV8i for the single span fixed end beam for the following data.Using IS 456-2000 Indian Code.Size of beam- 0.3mx0.3mspan of beam-7mEnd...
View ArticleSection Profile Table
Hello Everyone,I am unable to find ISMB 300 in section profile table. The section representation is different in there.
View ArticleAnalysis
Helo Sir/MamIm beginer of using Staad pro v8i ss6my model is finish 12storey buildingI have problem in analysis and design output..i can view only the 1st line til the 2400..finish..
View ArticleRam Connection - Base plate design
I try to design a base plate with RAM connection from staad.pro and doesn't matter with type of base plate i choose I get the same message "connection is not compatible with this type of joint". Is...
View ArticleRelease lateral constraint for Point for just the gravity load
I have a roof suspended structure to be modeled in STAAD. The structure has long span and heavy, so the analysis shows lateral reactions due to the constraint. I am intend to provide slot in the...
View ArticleMaximum Moment in Slab Designer Summary
I am designing a mat foundation for a current project of mine. I am in the process of sizing my reinforcing based on the maximum moment calculated in the mat based on my loading. I have a question...
View ArticleSurface with openings
Hi,How do I design reinforcement around a shear wall opening if the shearwall was modeled using Surface elements? How do I extract design forces around the openings in the attached file for example?...
View ArticleError message:“The information in STAADPRO.INI is not in the expected format"
When we start STAAD Pro, we are getting error message as: “The information in STAADPRO.INI is not in the expected format. Using basic unit types.” And when I press ok to continue I got another error...
View ArticleStaad Problem
Dear Sir,In a STAAD Software, When I perform Design Command for beams & Columns after this in a column,Lower part contains 4 Bars & Upper part(Top Floor) of the column contains 7 bars of steel...
View ArticleBack to Back UPN400, its connection and behavior
Dear Staad Team, We are using software STAAD Pro V8i for analysis of Hot Oil Heater Structure using 2 UPN400 (back to back with zero gap) as shown in enclosed sketch. We understand that, for built up...
View ArticleAccidental torsional moment vs. natural torsional moment staad
What is the fundamental difference between the Accidental torsional moment vs. natural torsional moment in STAAD? Accidental torsional moments do not need to be considered if the diaphragm is flexible...
View ArticleType 4 Vertical Irregularity Modeling
WE have a condition where we need to offset a moment frame penthouse structure from the lateral system on the floors below (both vertically and horizontally). What is the best way to model this...
View ArticleDA for RAM SS
I am have trouble opening a .rss file with any of the excel files provided. The typical error is, "The model appears to be in use or is not consistent with the version of RAM Structural System on this...
View Article