Bracing British code check Clarification
Hi All,I have done 2 similar staad model in the attached file. All loads, structure size are same, but the change is only in bracing size. i.e. one with single angle 120x120x8 & other with double...
View ArticleMAT PLATE Y, Base Pressure, Displacement
Hi,I am sending again a question that I posted in another threadcommunities.bentley.com/.../415756Because I think I didn't described the issue well enoughI modeled a steel structure supported by a...
View ArticleAdding beams on existing staircase
Hello,i am trying to add beams to an existing staircase, but they are marked as different structures. The warning is - Structure is disjointed. Any help would be appreciated.(Please visit the site to...
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Combined Strip Foundation
Hi,Please take a look at the uploaded imageDoes Staad Foundation consider the contribution (Stiffness matrix) of Strip #3 to the analysis and design of Strips #1 and #2,or it just make independent...
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Is there any option to assign triangular & trapezoidal stiffeners to base...
Currently, there is no option in RAM standalone SS6 to assign the aforementioned type of stiffeners. Is there any option to assign or create specific types of stiffeners in RAM standalone. Please refer...
View Articlefinal displacement
Hello everyone,is it possible to calculate the final deflection of a reinforced concrete plate in STAAD, considering creep, shrinkage and crack of the concrete?
View ArticleReport list empty in Report setup
Hallo.I would like to create some sub-reports of my model so as to combine them together.I am doing as follows:- Make the sub-report- Save the sub-reportHowever when I want to create the final report...
View ArticleFloor Diaphragm
What is the difference when you analyse a structure for seismic load with floor diaphragm and without floor diaphgram.
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Microstran Random Startup Error F1097
I have an issue on running Microstran V9 and V9.1 on workstation, error F1097 show randomly when I trying to start the program.Program can't start when the error shown up. I checked the Windows event...
View Articlecar park shade
Can you please check the Staad.Pro file which done is right???If any mistake is there please let me know so that i can learn.(Please visit the site to view this file)
View ArticleRAM Connection Issues with equations on Cap Plate
I'm having trouble understanding where RAM connections are getting certain values. I have a W30x90 beam framed over the top of an HSS10x10x5/8 tube. The program is using only half the load that I...
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Problemas visualizando nudos en RAM Elements (Troubles viewing nods at RAM...
Buenos días. Hoy abrí un modelo con el que venía trabajando con el software normalmente pero no puedo visualizar los nudos entre miembros. Los nudos existen, aparecen en la sección de "Hoja de cálculo"...
View ArticleDesigning of commercial building
Hello Everyone,I was trying to design a commercial building using STAAD.Pro as per IS:456 2000 but even I tried with a maximum size of 0.9*0.75m cross section but still the sections fails.Using more...
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Inverted Chevron Base Connection
Is there any way to assign/design this type of connection? See below. The base will be sitting on concrete.If not, is there a work-around for this?Thanks
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Base Plate - Column Offset
Hi, see below. Is there any way to offset the column in the direction perpendicular to the brace direction. It only gives me the option for a transversal offset (see what I highlighted in red), but I...
View ArticleMAT FOUNDATION (Overturning)
Hi,I modeled a MAT foundation using STAADPRO FOUNDATION Series 4,I need to be sure about the percentage area in contact with soil, I understand that the reactions imported from the StaadPro structural...
View ArticleNotion load factor for 0.002 or 0.003
hi good day everyone.I have a question about NOTIONAL LOAD FACTOR .Regarding to AISC 360-16 PAGE 16.1-27 as shown below.(c) In structures to which Section C2.2b is applicable, in lieu of using τb <...
View ArticleELASTIC MODULUS NOT ENTERED FOR MEMBER NO.
Dear All, Please find the inputs, STAAD SPACESTART JOB INFORMATIONENGINEER DATE 19-Jun-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 1 1 0; 2 1 4.4 0; 3 1 1 4.8; 4 1 4.4 4.8; 5 1 1...
View ArticleZERO STIFFNESS IN DIRECTION 5
I am designing a steel framed structure and am having trouble with my releases.I continue getting warnings stating things like "ZERO STIFFNESS IN DIRECTION 5 AT JOINT 54". What do the numbers of the...
View ArticleRAM Connection doesn't considers the stiffeners in the base plate calcs
When designing base plates connections I understand that if we use stiffeners we can reduce the base plate thickness, but in the software if we use the option "With stiffener plates", the calcs are not...
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