RE: single angle compression member design in IS800 wsd
When program tries to calculate the ratio value and founds the denominator as zero, "1#nf" is reported as the ratio value. You can assign TRACK 2 command to that member to check the reason for this...
View Articlerequesting a report on analysis and design of composite structure
General manager,Bently productSir, can we use the stadd-proo software to analysis and design of a composite structure. or a medium rise building. i will be grateful to you provide a sample document as...
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RE: check beam plate connectivity
Please go through the following link where the same is already discussed:-Hope this helps you.
View ArticleRE: check beam plate connectivity
You may refer to the following:communities.bentley.com/.../269581
View Articlecheck beam plate connectivity
helloif the program tells me that my member is not connected with the element there a way to tell that considered as a single structure or have to erase and find ways to draw again?thanks
View ArticleRE: Members Attached to Nodes
Hi,In the OpenSTAAD function View.SelectEntitiesConnectedToNode EntityType, NodeNo the EntityType should be defined properly. You have tried to select the members connected to a node. So the Entity...
View ArticleMembers Attached to Nodes
Hi,I'm trying to use OpenSTAAD to find the beams connected to an array of nodes.My aim is to then use this to collect member end forces based on a list of nodes.I’ve...
View ArticleRE: Unusual deflection for Cantilevered Structure
Hi Ramesh, We presume you are asking about the Z displacement at joint 391. In load case 3, you have a 3 kN force applied along global Z at joint 375. That load produces torsion on member 599. That...
View ArticleUnusual deflection for Cantilevered Structure
Dear Community Members,I am checking a topside module structure analysis model supporting series of pipe supports. Incidentally, one of the pipe support is on the lines of a suspended L bracket...
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Error in LEO file in RAM Connection Standalone 11?
Hi,I just installed this software on the new HDDBut I have problem with itI can not create new connection and import template connectionYou can view a attachments?Can you help me? Thank you very much
View ArticleRE: Three-Sided Culvert Modeling
Thank you for all the help Amitava! This has proved to be very helpful. I look forward to the example of fillet modeling. Trent
View ArticleThree-Sided Culvert Modeling
Hi everyone,I am a senior structural engineering student and am trying to learn STAAD.Pro in order to conduct some independent research. I need to find a way to model a three-sided culvert so that I...
View ArticleRE: Wrong member strength for beam from Section builder
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View ArticleWrong member strength for beam from Section builder
Hello,I am using section builder to add cover plates to an overstressed W14x145 beam. The MNY shown for the new beam(W14x145 with cover plate) is zero and MNZ is higher than it should be, this is not...
View ArticleRE: single angle compression member design in IS800 wsd
Please find attached staad file, Please do the needfull. i have checked with track 2 it is saying infinity ratio for bending STAAD SPACE START JOB INFORMATION ENGINEER DATE 23-Feb-15 *** project : TSL...
View ArticleUse of Lz factor in design of steel beam
In some of the staad files , I have observed that the designers are giving Lz factor for steel beams which have been made from intermediate nodes ( i.e. on the beam , in which some secondary beams are...
View ArticleCable Analysis
Hello Everyone,I am designing Houston rings. Anyone can help me in cable analysis? Only Cable tension command should be given or Member tension along with Cable tension?What is initial tension...
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RE: single angle compression member design in IS800 wsd
Hi,I have reviewed your model in the latest version of STAAD.Pro (SS6, build 20.07.11.45) and found that program designs all the member without any problem.Can you mention the build number of STAAD.Pro...
View ArticleRE: single angle compression member design in IS800 wsd
Can you please mention the member number and the build number of STAAD.Pro (From Help >> About STAAD.Pro) that you are using
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RE: single angle compression member design in IS800 wsd
I was able analyse this model with inactivating TABLE 5 C:\Users\senthb\Desktop\angle member.UPT command. I was able to analyse this model in STAAD.pro V8i SS6 version 20.07.1.33 with out such problem...
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