RE: MEMBER TENSION - urgent help
Hi,Take a look at these threads:communities.bentley.com/.../267614.aspxcommunities.bentley.com/.../3441.aspxcommunities.bentley.com/.../54505.aspx
View ArticleRE: MEMBER TENSION - urgent help
Hi,Thanks for the comments and direction but it does not answer the SET NL command query. in my situation, not all the primary load cases should applied to tension member only but some of the load...
View ArticleRE: MEMBER TENSION - urgent help
The error that you are encountering may be a problem for insufficient disk space. You may try using SET NL 50. The number 50 is higher than the primary load cases that you have. If you want, you can...
View ArticleRE: MEMBER TENSION - urgent help
Hi Olarey,Please read this post:communities.bentley.com/.../2839.staad-pro-general-faq.aspx
View ArticleMEMBER TENSION - urgent help
PLEASE I AM HAVING PROBLEM WITH MY X-BRACING SYSTEM. i'm planning to set my cross bracing to member tension only. in my model I have 43 load cases for other analysis but the one that corresponds to my...
View Article***WARNING - INSTABILITY AT JOINT 15 DIRECTION = MY
I have modelled a gravity base, but when I analyze it, Staad comes up with a warning, the one in Subject. I have been in here searching for a solution, and I have tried to change the top of the columns...
View ArticleRE: ***WARNING - INSTABILITY AT JOINT 15 DIRECTION = MY
You can simply use partial moment release:MEMBER RELEASE27 START MP 0.99927 END MPX 0.999 MPY 0.99930 START MP 0.99930 END MPX 0.999 MPY 0.99929 START MP 0.99929 END MPX 0.999 MPY 0.99931 START MP...
View ArticleRE: PICTURE OUTPUT
You can export the report in MS Word- in .doc format. You can go to menu File> Export Report> MS Word File. Once the report is generated in MS Word, you can simply allowed to edit any item. You...
View ArticlePICTURE OUTPUT
See attached Staad Picture output.Is it possible for the picture outline to be zoomed to fit to the title border...
View ArticleUnderstanding Stresses
We are trying to tell if the structure shown will fail or not under applied loading. Do we need to consider a partial element or the entire stiffener plate? If we can get the ultimate moment from STAAD...
View ArticleRE: Understanding Stresses
If we check the Von Mises stresses, what do we compare them to? The allowable stress of 36ksi plate steel? When we look at the local coordinates of the plates, Shift T, it appears the local axis of...
View ArticleRE: RAM Sbeam Installer
Ram SBeam is still a stand-alone product, but it does not meet the licensing and end user requirements of SELECT downloads so it is manually delivered to users who buy it. We can only send a...
View ArticleRAM Sbeam Installer
Have a local request for Sbeam to be installed - can't seem to find it on the SelectDownloads..Has RAM Sbeam been merged with another product?
View ArticleSection wizard & Cold form
Hi dears:I would like to ask about the design of sections that we draw in autocade also about the design of cold form section , staad dosent show that any one have an answer please.thx
View ArticleIS 800-2007 Minor Axis Bending Capacity for Plastic Section
Hi, I am trying to verify how staad calculate Laterally unsupported Minor axis bending moment for Plastic Section.For built up section Flange 200x14 and Web 670X10 minor axis bending capacity is...
View ArticleIS -800 Laterally unsupported Minor axis bending moment for Plastic Section.
Hi, I am trying to verify how staad calculate Laterally unsupported Minor axis bending moment for Plastic Section.For built up section Flange 200x14 and Web 670X10 minor axis bending capacity is...
View ArticleRE: spectrum Vs UBC97
yes by trying to give the structure the same ground acceleration , why the response spectrum method doesnt change with support condition
View ArticleRE: UBC97
You can use Reference Load cases for Dead Load and live loads. These reference load cases can later be used in - Seismic definition to define seismic weights and in primary load cases. The attached...
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