Large Anchor Rods in Ram Connection
How do I get Anchor Rods larger than 2" in Ram Connection
View ArticleUC Ratio problem
Actually i need all members UC Ratio values.How to get all values????Please guys guide mecommunities.bentley.com/.../New-folder-_2800_2_2900_.rar
View ArticleHow to apply wind load to a Girt
Is it possible to apply wind load to a horiztonal girt?
View ArticleIs it possible to lock a degree of freedom in Ram Frame?
I have some nodal instability issues which I can solve by fixing the base of the column. However, I'm trying to capture a "girt" reaction applied to the column (out-of-plane of the frame(. Therefore...
View Articlelarge load combination
communities.bentley.com/.../Copy-of-Attachment-2B_5F00_DUQM_5F00_SHELTER-LC_5F00_STRENGTH_5F00_REV_2D00_O1-_2D00_29_2D00_4_2D00_2019.xlsI am sorry this is not a staad analysis problem but excel macro....
View ArticleFLOOR DIAPHRAGM
What is the need to create floor diaphragm? What does it do with my structure? I tried to create a rigid diaphragm in my model to transfer the lateral loads(Seismic and wind load) to the frames. It...
View ArticleSERVICEABILTY LOAD COMBINATION WITH SEISMIC LOAD
WE ARE SUPPOSED TO CONSIDER REDUNDANCY FACTOR Rx=3 AND Rz=3.25FOR STRENGTH DESIGN A TYPICAL LOAD COMBINATION AS GIVEN BELOW**EMPTY WEIGHT +THERMAL +SEISMIC**X DIRLOAD 105 : DEAD (0.6-.2X.152) +SS +TEMP...
View ArticleFloor diaphragm
I modelled a steel structure where I applied the loads as a line load in beams and the members failed. I want to transfer the loads to the frames by creating a floor diaphragm, Is there any need to...
View Articleserviceability load combination with seimic load
Sorry my earlier question on this subject was wrongThe term should be System Overstrength Factor OMEGAThe correct question is WE ARE SUPPOSED TO CONSIDER System Overstrength Factor OMEGA=3FOR STRENGTH...
View ArticleUsing RAM DataAccess to retrieve foundation loads
Hello, I am trying to write an excel macro using RAM DA to generate data similar to that of the report that can be generated in RAM Foundation module 'Load Case Forces' report. My initial idea was to...
View ArticleStress Countur - Concrete plates
Good morning My name is Rafael Benavides from Mexico.Im modeling a roof slab with plate elements.I put the strees contour to see a color diagram of the stresses (Absolut stresses).In some places it...
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Ram Element. Analizing a cool frame steel elements
Good MorningThe question is: what i can do on this mesage?i have done Diaphragm floor and calculate mass and center of mass in multiple floors.thanks
View ArticleBuilt up section disappeared after upgrading Ram elements
The built-up sections I had in ram elements 14.x disappeared after the upgrade, is there a way to retrieve the built-up sections to Ram elements 16.x?
View ArticleAny idea why my deflection demand/capacity ratio = -2.0 no matter what...
Any idea why my deflection demand/capacity ratio = -2.0 no matter what section I use?
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Effective length parameters-lx,ly and lz
Hi, In my model, a beam length, lx is 4m, ly is the support to support length and lz is 1m (continuously supported by rigid slab). But am not getting these numbers when I check the member property...
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STAAD RCDC error: clsRCDCInfo:RestoreProjectSchema - Object reference not set...
Hi Technical Support,Can you assist to resolve this error I'm encountering shown in the snap shot?
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Load Envelope Type in STAAD.Pro CONNECT Edition
How do I define STRENGTH and DEFLECTION load envelopes in the latest STAAD.Pro? There is no pulldown menu for the "type". I am unable to perform deflection check. Thanks.
View ArticleError rectification
***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 437 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 438 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 439 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT...
View ArticleDo i need to consider for pressure coefficients when wind loading is done...
I have modelled a structure and applied wind load using staad wind load generator. The external and internal pressure coefficients are not taken into account while doing this. My structure is open and...
View ArticleRAM Frame Crashes After Code Check
After updating to v16.01.00.20CL, RAM Frame has been crashing about 80% of the time immediately upon completing the standard steel code check. There are no errors, it just dumps back to the RAM...
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