about rcc design
If expansion joint exist in building then how to model the rcc structure??
View ArticleAnchor Reinforcement in RAM Connection
Could someone clarify for me how the axes are defined in the Connection Pad parameters for anchor shear reinforcing? RAM Connection allows inputting the number of shear bars in the major axis and minor...
View ArticleSTAAD.Pro RC Designer Units
I cant figure out how to change the units from metric to english in RC designer. My staad model is in english units but when I open RC design everything is in metric.
View ArticleHow to get the Property Reference Number of Plate element in OPenstaad?
I have written the following code to get the reference no. of the plate elements used in the model, but I could not get the desired results. I am able to get the thickness of the plate, but I need to...
View ArticleAluminum Design
Aluminum Design I am designing aluminium sections using ASD 1994 in Staad Pro. I am using sections from Section Database. After analysing and designing, the only section designed was the Round Tube...
View ArticleLZ Parameter for Rafter of Clear Span Gabled Building
Dear All, Can anybody suggest what will be the LZ Value for the Rafter of a Clear Span Building. For Example, there is a Clear Span building 30m wide , Slope - 1:10 , Gable at 15m . In...
View ArticleCAN WE IGNORE EUDL & GLD COMMAND ASSOCIATED WITH IS 13920
CAN WE IGNORE EUDL & GLD COMMAND ASSOCIATED WITH IS 13920 & CONSEQUENTLY WHAT WILL BE THE EFFECT IN DESIGN OF RCC MEMBER
View ArticleOpenSTAAD | Output.GetMinMaxForces
Do we have available an OpenSTAAD output command to adquire the minimum and maximum forces in the members?
View ArticleSTAAD Foundation
Hello, If you own a licence of the Advanced Analysis processor in STAAD Pro V8i, do you automatically have access to STAAD Foundation? If so, how do I make sure I am using the most current version of...
View ArticleDifference between RAM Elements and Ram Structural System
I recently started working for a small Commercial Structural Design engineering company. I have used RAM Structural System in the past in other companies that I worked for, for design of small to...
View ArticleEnvelope types
HiCan any one tell me what is the difference between STRESS and STRENGTH envelope type?
View Article***WARNING - INSTABILITY AT JOINT 234 DIRECTION = FZ
Hello, I was wondering if any can help me with my STAAD model.I have all the nodes and beams in, I have release the joints that need to be release. I am having troubles with instability at joints and I...
View ArticleURGENT!!!! INSTABLE JOINTS
URGENT!!!Please help me with this warning!See attached staad file(Please visit the site to view this file) ***NOTE - VERY WEAK SPRING ADDED FOR STABILITY **NOTE** STAAD DETECTS INSTABILITIES AS...
View ArticleRAM Concept - Corrupted File
Hi, Running Version 6.01 and came across an error about 2D shape intersections when attempting to save the model. Now I can't open it again. File says "an error has occured". Is there anything I can do...
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STAAD Error on design of beam with cover plate
Hi,I am getting error in designing beam with cover plate. (Please visit the site to view this file)I am using (SS6 20.07.11.33).
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Advanced cable analysis for cables with member offset command
Hello Everyone,I have a model where the cable is not extended to the centroid of the Beam (CHS). I have offsetted the cables by 680mm in the local longitudinal axis as per the following detail:-....
View ArticleBuckling verification problem
Is there any verification example for some typical buckling problem. eg. cantilever column or simply supported column.Regards,
View ArticleBuckling mode shapes
Hi,After completion of buckling analysis, how can I see graphically buckling mode shapes?Regards,
View ArticleReinforced Concrete Design
Hello, Is there a tutorial available for reinforced concrete design? I am wanting to build reinforced concrete piperacks and I am interested in the most streamline approach for this. For example, is...
View ArticleCHANGES IN DESIGN
Hello, my problem is when i open a previous design the design changes and is not the previous one that i saved , the shape gets disorganized . the length of the beams and the shape of the plate...
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