RE: I am receiving errors. "...floor diaphragm is present in the model. Wind...
You need to use SET NL i command The SET NL command is used in a multiple analysis run if the user wants to add more primary load cases after one analysis has been performed. Specifically, for those...
View ArticleI am receiving errors. "...floor diaphragm is present in the model. Wind Load...
I am having so many error and warnings everytime I run analysis.. PLEASE HELP ME...68. DEFINE WIND LOAD*** NOTE: If any floor diaphragm is present in the model Wind Load definition should be defined...
View ArticleRE: STEEL STRUCTURE DESIGNIN
in staad pro where we can see that this deflection is safe for my beam .. for example in below picture how i will determine under 5 mm deflection my beam is safe..
View ArticleRE: STEEL STRUCTURE DESIGNIN
in staad pro where we can see that this deflection is safe for my beam .. for example in below picture how i will determine under 5 mm deflection my beam is safe..
View ArticleRE: STAAD pro. strain calculation
Right now my real purpose is to use openSTAAD to extract the strain response from STAAD pro. FE analysis. At first step I have to figure out whether current openSTAAD APIs exist to fulfill such...
View ArticleRE: ERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR
I get: *ERROR* FOOTING SIZE TOO SMALL IN LINE.. ELASTIC FOOTING 0 0 DIRECT Y SUBGRADE 0 *ERROR* INVALID STAAD INPUT :ELASTIC FOOTING 0 0 DIRECT Y SUBGRADE 0 Isn't it better to use FIXED BUT support...
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RE: I can't run an analysis due that I'm using an external table with...
See this related post: The issues was addressed in 20.07.11.50
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I can't run an analysis due that I'm using an external table with profiles...
Dear Forum Followers! First of all I´d like to point that I´m getting this Error message In the ANL file"I remark that the STD file and the external table file are in the same directory"The Version of...
View ArticleRE: Bentley Service Request 7000457839
Dear DSANJU this is now more than 55 Days, if you have finished of your looking, may you reply to me.
View ArticleRE: STAAD pro. strain calculation
STAAD.Pro can report the displacements, member forces, element forces and stresses as output. These can be obtained directly from the various tables within the postprocessing mode or from the analysis...
View ArticleRE: STAAD pro. strain calculation
Thank you for your response Sye. So, unlike stress, displacement and others, strain seems not able to be directly obtained in STAAD pro GUI. As our project aims to develop an new application framework...
View ArticleRE: ERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR
The input ELASTIC FOOTING 0 0 DIRECT Y SUBGRADE 0 is not correct. When you are trying to use the Elastic footing option to generate the springs, you need to specify non zero values Length and width of...
View ArticleRE: STAAD pro. strain calculation
You are correct. There is no way to get strain directly. You can extract nodal displacement or extract element stresses and then you have to calculate the strains.
View ArticleRE: Ram Frame Freezing
Thank you for sharing the model.The model was saved in v14.07. I reviewed in v15.01.00, but also produced the crash in that version. I traced the problem to the slab openings on the Roof Slab layout....
View ArticleSTAAD pro. strain calculation
I am wondering if STAAD pro. can directly provide strain result (i.e., strain distribution at all elements) under one particular load? If NOT, does that mean we have to manually calculate the strain...
View ArticleRE: STEEL STRUCTURE DESIGNIN
The deflection check is carried out by STAAD.Pro as part of the design process. You need to specify the design parameters DFF, DJ1 and DJ2 appropriately for that and carry out the check code. The...
View ArticleSTEEL STRUCTURE DESIGNIN
I dont know which value is suitable for DMAX DMIN CB etc parameters for my steel structure design using code BS5950 1/2000.. and also tell me which parameters i should select for steel structures..
View ArticleRE: Model Handling
I think your best bet is to go to the top menu option Select > By Specification > All Failed Beams. This will highlight all the failed members in wireframe. The other members which pass the...
View ArticleRE: Model Handling
Yea I already did this. But since the structure is very complex, it is very congested inside and I cannot see the failed members.
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