RE: ***WARNING: MASSES DEFINED UNDER LOAD# 20 IS CONSIDERED FOR RESPONSE...
STAAD SPACE START JOB INFORMATION ENGINEER DATE 16-May-16 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KG JOINT COORDINATES 1 0 0 0; 2 1 0 0; 3 0 0 2.85; 4 1 0 2.85; 5 0 1.2 0; 6 1 1.2 0; 7 0 1.2...
View ArticleRE: ***WARNING: MASSES DEFINED UNDER LOAD# 20 IS CONSIDERED FOR RESPONSE...
I would suggest you to create a mass reference load case and go for mass modelling in that. The program would create a mass matrix with this mass reference load case. Please refer to the attached...
View ArticleRE: ***WARNING: MASSES DEFINED UNDER LOAD# 20 IS CONSIDERED FOR RESPONSE...
Thank you so much, i try with this ... anything i notice
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***WARNING: MASSES DEFINED UNDER LOAD# 20 IS CONSIDERED FOR RESPONSE SPECTRUM...
HI ALL I NEED HELP WITH THIS WARNING,I NEED A SOLUTION .
View ArticleRE: Canadian code Beam Length Design Error
Hi Amitava, As an experiment, I released MX of Beams (525, 538, 545, 572) at both ends and Beams (518, 579) at one end. by doing this there should be no more laterally restrained at intermediate points...
View ArticleCanadian code Beam Length Design Error
Hi everyone,I have an industrial open steel structure model which to be Designed as per Canadian Code. All Beams which is broken into pieces (for intersecting beams) are not designed correctly as...
View ArticleRE: AISC 360-10 Double Angle Design Check
We investigated the issue and found that the design of double channels ( front to front ) is not working in the version 20.07.11.70 of STAAD.Pro SS6. The sections can be designed in earlier versions...
View ArticleAISC 360-10 Double Angle Design Check
Can STAAD perform design checks according to AISC 360-10 for a member comprised of front to front or back to back channels as defined in the section database? I am unable to get any results for the...
View ArticleRE: U-frame Analysis necessary even after designing everything in STAAD?
I did not see any issues with the model. The only thing that is missing is a LOAD LIST command before both the strength and the serviceability checks just to ensure that strength check is done for the...
View ArticleU-frame Analysis necessary even after designing everything in STAAD?
Hi all,I have modeled a Steel Foot Bridge with Lattice Truss structure. I find all the members passing checks (* except few diagonal flats failing in Cl. 6.2.9.1 which is not necessary in this case, to...
View ArticleRE: How to do in STAAD.Pro
The input looks OK. The only change I would suggest is to replace the member load at the end of the member 5 by a joint load as shown next. If you have loads at the start or end points of the member,...
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How to do in STAAD.Pro
Dear sir, I have attached a file which is frame (node 1,2,3,4) with one end fixed(node 1) and other end is roller (node 4). Having point load on beam (unsymmetrical laod). How to do this on Staad.Pro...
View ArticleRE: Polygonal Plates Improperly Connected
Seems like you may have connectivity issues between the walls with the holes and the ones orthogonal to those. One suggestion would be to mesh the walls with the holes first using polygonal meshing....
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Polygonal Plates Improperly Connected
I created my model with two holes through plates. I achieved this by polygonally meshing the plates and creating a hole simultaneously. Then I needed to mesh all other connecting plates. Now I am...
View ArticleWind Loading for Open Structures
Does anyone know a way to apply wind loads to only certain members of an open structure? I know there is a work-around for this when analyzing closed structures, but I am hoping there is a way to do...
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RE: Batch Mode Explanation
Batch design is the design which you perform in Modeling -> Design page:
View ArticleRE: Batch Mode Explanation
Thank you. I already have a little understanding but I just want to confirm.
View ArticleBatch Mode Explanation
HiCan anybody elaborate the definition/term Batch Mode / Batch Design.Thanks.
View ArticleRE: How to do in STAAD.Pro
Dear sir,I have send 5 different case problems.. Did you receive other four cases..Please check my previous mail and Can you send the correct inputs..Thank you in Advance.
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