Re: Support Modeling of Steel frame on wood skids
You may model the supports as compression only springs.
View ArticleRe: COMPRESSION SPRINGS, MEMBER COMPRESSION and CHANGE Commands
This is the answer to Randy's observation that the rule regarding the number of DOF's before and after the change seems arbitrary.The reason is the following. When the number of active degrees of...
View ArticleRe: Support Modeling of Steel frame on wood skids
There is no such direct way to assign the frictional effect to the support .We have already intimated this limitation our development team and they are working on this for future enhancement .However ,...
View ArticleRe: COMPRESSION SPRINGS, MEMBER COMPRESSION and CHANGE Commands
Interesting, I've always wondered about that. Thanks for the feedback.
View ArticleGenerated Wind Load inside REFERENCE LOAD
We want to use REFERENCE LOADS with generated wind load but are having trouble. Is it possible to specify generated wind loads inside a reference load command?
View ArticleRe: Support Modeling of Steel frame on wood skids
Actually I've done something a bit like this recently. I ran the structure without any direct releases and pasted the reactions into a spreadsheet. I then put in formulas that calculated the horizontal...
View ArticleRe: Generated Wind Load inside REFERENCE LOAD
No. There is no wind load generation facility within Reference Loads.
View ArticleISM Link
I was wondering why the ISM link is being pursued as using the physical model of the members in lieu of using the analytical model of the members. Typically when we model a typical steel framed...
View ArticleRe: ISM Link
We are regularly working on tools to help analytical applications, like Ram Elements or STAAD.pro, as well as pseudo-physical applications like RAM SS, to do a better job generating a usable,...
View ArticleRe: ISM or Ram-Revit Link
A beta version of the Revit ISM plugin with Support for Revit 2014 is available on request. Send me a message on this community if you are interested.
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StaadPro_RC Designer
Hi! I want to calculate a concrete building with RC Designer (Eurocode 2). I have introduce all input stuff (envelopes, briefs, groups,..). Then I click design (column group) and export results. My...
View ArticleRe: GENERATION OF SEISMIC FORCES IN STAADPRO
please attach a file having joint weight calculation along with model of the building . kindly help me
View ArticleRe: GENERATION OF SEISMIC FORCES IN STAADPRO
Please refer to Example 14 provided with the software. The model file will be available within the installation folder C:\SProV8i\STAAD\Examp\US and you can find detailed explanation of the commands...
View Articlehelp with the coordinates in staad.offshore
hiI am new at using the program staad.offshoreHow could they use as general coordinates in staad.offshore?
View ArticleRe: help with the coordinates in staad.offshore
If you are asking how to create the model in STAAD.offshore by entering joint coordinates, the answer is that STAAD.Offshore is a load generator program which generates loading on a STAAD.Pro model. So...
View ArticleRe: help with the coordinates in staad.offshore
thanks for responding.I already did it.The problem is how to use the box axes origins, as it indicates a specific coordinate for the mudline and wave origin
View ArticleRe: help with the coordinates in staad.offshore
I would add to jorge question should define the origin in staad model before moving to staad.offshore as loads vary with respect to the point of origin set out in staad, but are not sure how to set...
View ArticleRe: How to use seismic definition and generate earthquake load automatically...
please tell me how to calculate joint weight . i am not able to understand . i tried many example from net to understand joint weight calculation. please upload a file which shows the manual...
View Articlejoint weight calculation
please tell me how to calculate joint weight . i am not able to understand . i tried many example from net to understand joint weight calculation. please upload a file which shows the manual...
View ArticleRe: joint weight calculation
In general we apply the joint weight which corresponds to the respective nodal load applied on the structure.Regarding the other weights like member weights or element weights , You need to similarly...
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