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RE: how to calculate the element force at corner of plates.is it possible???
Insert the command PRINT ELEMENT FORCES after the analysis command and you would get the forces at the corner of the plates reported in the analysis output file. The same can be achieved through the...
View Articlehow to calculate the element force at corner of plates.is it possible???
how to calculate the element force at corner of plates.is it possible???
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RE: damping
Dear sye i want to design conection in staad between two connected beam .. And i want to know how much bolts required for this connection .. Best regards M waqas ghani On Saturday, 7 May 2016, Sye...
View ArticleRE: damping
Please use the RAM Connection interface within STAAD.Pro for designing the connections.
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RE: damping
I am using but there is a license issue ..On Wednesday, 18 May 2016, Sye <bounce-4B158BCB-49CE-40E0-89E1-ACEFAED0558D@communities.bentley.com> wrote: Message from Bentley Communities[AUTOMATED...
View ArticleRE: damping
Please check this out communities.bentley.com/.../16084.error-getting-a-ram-connection-license-with-staad-pro-ss5
View Articledamping
ThanksDear sye I already put there 0.01 damping ratio and send the file to my company . Is it acceptable are not ?
View ArticleRE: Diaphragm Problems in STAAD
I think the problem may be that the members are part of both a diaphragm and a truss. Getting the convenient output via the Floor Diaphragm option removes the necessary output for the truss. Be careful...
View ArticleDesign Code Problems
I am using STAAD SS6 now with UK supercode license. When I try to run a sample model for concrete design. I am getting this warning. ***WARNING: LATEST UPDATE OF BRITISH CONCRETE CODE IS NOT...
View ArticleRE: How to do in STAAD.Pro
CASE : 3STAAD PLANESTART JOB INFORMATIONENGINEER DATE 19-May-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 0 5 0; 3 6 5 0; 4 6 2 0; 5 4 2 0; 6 3.5 5 0;MEMBER INCIDENCES1 1...
View ArticleRE: Cable Mullion System in STAAD
I would suggest you to use the advanced cable analysis feature- this uses a modified algorithm which converges the analysis fast compared to the basic cable analysis algorithm. In this model also, I...
View ArticleRE: Cable Mullion System in STAAD
Thanks for the advanced analysis. I'm confused with the note that said "cable sag output is available only for active load cases" One more thing, I still don't know why load case for wind (LC 4) and...
View ArticleRE: How to do in STAAD.Pro
Respected sir.Can you please check this case. If it is wrong..Please can you send correct input data.STAAD PLANESTART JOB INFORMATIONENGINEER DATE 19-May-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER...
View ArticleRE: Cable Mullion System in STAAD
As I have mentioned, you need to use advanced cable analysis feature which comes with the license for Advanced Analysis Engine Plus license. It will converge all the load cases. Please note that Cable...
View ArticleRE: COMBINE command
**plz make CORRECTION in above** ** WARNING: DESIGN IS INCOMPLETE FOR MEMBER # 3528 IF MESSAGE IS ISSUED WHILE DESIGNING THE MEMBER PLEASE CHECK WHETHER FULL MEMBER LIST IN THE COMBINED MEMBER IS...
View ArticleCOMBINE command
Sir,I apply COMBINE command for two divided cantilever beam with following format :EUDL 50.19 MEMB 3529 3935COMBINE 1 MEMB 3529 3935DESIGN BEAM 3529 3935& I got warning:*** WARNING: DESIGN IS...
View ArticleRE: ***WARNING: MASSES DEFINED UNDER LOAD# 20 IS CONSIDERED FOR RESPONSE...
Thank you, and now how i can fix it??.. i have the file... you can show me how??
View ArticleRE: ***WARNING: MASSES DEFINED UNDER LOAD# 20 IS CONSIDERED FOR RESPONSE...
how i can passed the file ??
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