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LOAD TRANSFER ISSUE WITH MASTER/SLAVE NODES
Hi everybody,I am try to use master/slave function to transfer the load from the crane to the base slab.I made an example as attached file to check it but find some unreasonable results. As captured in...
View Articlehow to clear the warning?
what is this warning and how to do clear this warning ***WARNING - INSTABILITY AT JOINT 78 DIRECTION = FZ
View Articlecould you please answer my question?
I've done my project. and my analysis result error is 0 and warning is ***WARNING - INSTABILITY AT JOINT 78 DIRECTION = FZ so can you tell me my done project is sufficient or insufficient?
View ArticleSP16.13330.2011 Design error
Hi,I am doing design of Gantry steel structure using STAAD.Pro slect series 6 for Russian standard SP16.13330.2011.After analysis was done, I am getting Error report like below:8 CAN NOT BE CHECKED BY...
View ArticleSkid Frame design
I want to design the skid frame for Gas Compression. I m going to use Channel section for compressor placement and hollow pipe for the frame. How to join the members and what are the analysis should i...
View ArticleOne way shear stress or two way shear stress?
communities.bentley.com/.../2360_5F00_001.pdf
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Unity Checks
When I run my frame in STAAD Pro and look at the unity checks I get what is shown above. The max stress for Beam 446 is almost double the max stress for beam 144 but beam 144 has a higher unity ratio....
View Articletunnel
communities.bentley.com/.../DRAFT-TUBE-DOWN-STREAM-FINAL.stdHello,I Am designing a tunnel structure with plates and solids. i considered compression only spring for foundation. but i'm getting huge...
View Article*ERROR* NO UNSUPPORTED MASSES ENTERED - CHECK DENSITIES???
Hello,I came across above warning, inspite of providing density in material.input file for the same is:STAAD SPACESTART JOB INFORMATIONENGINEER DATE 19-Jan-18END JOB INFORMATIONINPUT WIDTH 79UNIT MMS...
View ArticleRE : Hole in Plate
HiI have created a cylindrical tank structure.. I have created this through structure wizard which has in-built geometry of cylinder. I had entered basic dimensions and it created FEA geometry.. Now, I...
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wind load direction staad report
Greeting ,THE ATTACHED PIC IS REPRESENT MY PROBLEM PLEASE HELP ME TO GET RID OF THIS , BECAUSE I RECEIVED A COMMENT ROM THE CONSULTANT REGARDING TO THIS
View ArticleP-Delta Analysis on structures supported on Soil
*I am running P-Delta Analysis on a reinforced concrete tankPDELTA ANALYSIS CONVERGE 2 SMALLDELTA*The bottom of the tank is supported on soil and I am using foundation support as follows:SUPPORTS2578...
View ArticleRam Concept - Implementation of ACI 318 18.9.3.3
ACI 318 18.9.3.3 includes an equation to calculate minimum reinforcement by the maximum gross cross-sectional area in two orthogonal directions. Is this implemented in RAM Concept? I could not verify...
View Articlehttp://supplementexamine.com/erexa-tropin-review/
More importantly, it improves the secretion of nitric oxide supplement products which assures expansion of the veins that provide veins to the vaginal area. Erexa Tropin enough nitric oxide supplement...
View Articlecatalog manager
Dear Sir / Mam,I am using STAAD.PRO connect edition version 21.00.01.12. I am getting a message " The catalog manager service is stopped and it could not be started because the access was denied. It...
View ArticleStaad has stopped working
Hi,I am using staad pro v8i latat version 21.00.01.12. In the mid of working suddenly staad pro gets crashed.RegardsAnil arya
View ArticleINSTABILITY AT JOINT
Hi ,Plz help me to resolve this " instability at joint" How should I go about rectifying this. And will it affect the design?Attached staad STAAD SPACE FRAMESTART JOB INFORMATIONENGINEER DATE...
View ArticleTime History Analysis in Staad Pro.
A separate video should be made explaining steps involved in Time History Analysis.
View Article4. *ERROR* NO UNSUPPORTED MASSES ENTERED - CHECK DENSITIES
*ERROR* NO UNSUPPORTED MASSES ENTERED - CHECK DENSITIES
View ArticleWhat is the meaning of 'cut off mode 150' in STAAD software? Why is it used...
What is the meaning of 'cut off mode 150' in STAAD software? Why is it used in STAAD
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