Quantcast
Channel: RAM | STAAD Forum - Recent Threads
Viewing all 16762 articles
Browse latest View live
↧

EXTREMELY SOFT STOREY

August 13, 2018, 5:17 am
$
0
0

Hi Sirs,

I'm having problem with my model.

Upon soft storey checking, my 2nd storey resulted to "extremely soft" along global x. So, I decided to change my column into larger size, but still it appears "extremely soft" in same storey.

I tried to change the property into steel i beam, and still, same result. I also tried to add some shear walls.

Hope you can help me with this.

I'm still a beginner and a graduating student.

Attached herewith is my model in steel structure.

communities.bentley.com/.../2538.Structure1.std

Thank you in advance.

↧
Search

Regarding VBA Macro MOdels in Structural wizard staad pro

August 13, 2018, 5:20 am
$
0
0

While working with Structural  Wizard , I wanted to go with VBA Macro Models , it is showing the SImple Tower and Stadium roof but when i do a double click , there is no box to input the dimension. Instead it is showing some coded message.help me with it.

↧
↧

Assign physical member for circular beam.

August 13, 2018, 1:47 am
$
0
0

Hi, I am doing a circular beam analysis in staad pro V8i using section wizard. The issue is I don't know how to assign physical member for circular beam. Please help me if anyone knows. Thanks in advance...

↧

STAAD Pro

August 13, 2018, 8:47 am
$
0
0

I noticed today that the model that I am working on has a timestamp date of August 1, 2018 7:76:57.  I generated a report for the plate moments and noticed that the Date/Time stamp was July 30 2018 at 12:51

Obviously this cannot be right.  Please examine this situation

↧

RAM Gable Roof Modeling

August 13, 2018, 11:47 am
$
0
0

I am trying to model a gable roof.  I understand that this needs to be accomplished by adjusting the heights of the ridge beam but am having trouble defining two separate slab polygons.  I am able to successfully model one half of the gable roof and have it display correctly in 3D, but when I draw the opposite side of the roof slab edge the slab edge along the ridge beam for the first half disappears.  How can I successfully draw the 2 sides of the gable roof?  Thank you in advance.  

↧
↧

RAM Concept not imported column

August 13, 2018, 4:44 pm
$
0
0

Hi,

When I import my model from RAM SS to Concept, one of my columns is missing, just wondering if it has happened to anyone previously or there is something wrong with my model. 

Thanks,

↧

where can i view the OpenSTAAD plugin introduction about plugins/plugin.ini? Staad pro v8i ss6.

August 13, 2018, 11:10 pm
↧

Using the South Korean database in Physical Workflow

August 14, 2018, 12:45 am
$
0
0

Is it possible to use the existing south Korean db3 file in assigning sections in the Physical workflow?

I am using STAAD.Pro CONNECT Edition-Version 21.00.02.43

↧
Search

Modeling Structural Geometry in the STAAD.Pro Physical Modeler - missing model

August 14, 2018, 2:29 am
$
0
0

Hi everybody.


1. I try to learn by Physical Modeler , but in the Learn Server is missing model.


2. Is it possible to creat in the Physical Modeler folowing model, please see attached file? If yes, how can I creat curve / intersection / mesh ?


3. How can I creat the same model in the Analytical Modeling?


4. How can I creat the concrete  and steel vault , next intersection the vault with other elements and how can I to create mesh.

5. Any arches, vaults.

Thank you. Katarina

communities.bentley.com/.../vault.pdf 

↧
↧

Very big moments

August 14, 2018, 3:01 am
$
0
0

Please see the STAAD model attached. At the ground level I tried modelling a beam with openings supporting 2 levels of slabs.  I've done this using offsets and rigid members. You can select geometry range from Y=-1.4 to -.069 to see where the problem is. The moments are very big, what might be wrong?

communities.bentley.com/.../7571.RESIDENTIAL-BUILDING-23.std

Note: For those curious knowing how the  *WARNING- NO MEMBERS LOADED FOR A WIND LOAD GENERATION. is being resolved for the same model please refer to this topic

↧

Solid Element analysis Stress Summary

August 14, 2018, 4:59 am
$
0
0

Dear Folks,

I am using Solid Elements for analysis & design block foundation for machine. As I understood from various literature that Sxx, Syy, Szz are normal stresses in the Global X, Y, Z directions respectively. The negative value would mean compressive stress and positive would mean tensile. Now if I am reading Solid center Stress summary where it is showing only maximum stress values as –ve values. That means its max compressive stress & no mention of any +ve (tensile) stress however if I check graphically solid stress contours there are traces of +ve (tensile) stresses.

Now my queries are:

1) Is there something wrong with summary table we are getting in staad ?

2) Should we refer summary only for max compressive stress ?

3) Should we refer only graphically solid stress contours for correct stress values ?

 STAAD.Pro Version used : STAAD.Pro CONNECT Edition - Version 21.00.02.30

If someone is having any clue about this then please reply, your response will be highly appreciated.

Thank you !

↧

STAAD Foundation Advanced Offset Footings - Reinstatement

August 14, 2018, 5:36 pm
$
0
0

I get the following message when trying to do an offset footing.  I have a building on the boundary so have no option but to offset.  Am I better to download an older version of the software?  Anybody have a rough idea of time before this is reinstated?

↧

Buckling Load Factors accessed from VBA

August 15, 2018, 12:13 am
$
0
0

It turns out that the OpenStaad does not have the full functionality of the Staad program when it comes to buckling analysis. To streamline our workflow we would like to somehow use VBA through excel to read the applied load factors from the buckling analysis. There is no direct OpenStaad command to do this so we are looking for creative VBA workarounds. Thoughts?

↧
↧

import model to STAAD pro advanced Connect edition - ERROR - program has stopped working

August 15, 2018, 2:13 am
$
0
0

Hi everybody.

I have  question about import model to Staad - connect edition.

I need help with following problems: Import between new Staad and AutoCAD and MicroStation.

I used way from  Bentley Learn  (Send Model Data between STAAD.Pro CONNECT Edition and ISM).


When I export 3D autoCAD model and 2D model from MicroStation, the program stop working. I cannot find how can I to save model to format ism.dgn.


Please see attached files. Thoughts please? 


Thanks for help.

Many thanks  Katarina

communities.bentley.com/.../5078.pokus3_5F00_MicroStation.dgncommunities.bentley.com/.../6406.pokus_5F00_AutoCAD.dxf

↧

Does RamSS integrate with FloorVibe version 3.0?

August 15, 2018, 5:36 am
$
0
0

We have purchased a copy of FloorVibe 3.0 but Ram SS still opens 2.2. Is there a way to integrate 3.0 into Ram?

↧
Search

Warning shows in Staad Pro output file that Length to Depth ration is less than 2.5

August 15, 2018, 11:56 am
$
0
0

Hi !

There is a warning in Staad pro output file in Concrete design "Lenght to depth ratio is less than 2.5" for short beams. My question is my design is correct with this warning or not ? If not what should i do ?

Thanks.

↧

Deflection animation

August 15, 2018, 6:17 pm
$
0
0

I am just a learner ... so in a long span rcc beam abt 12m there was no deflection in animation but as I placed a cross beam over long beam at center , major deflection is now showing in animation . Is it due to the long beam splitted in two segments and assigning same deflection value(18mm) of long beam to segmented beams . What is the right way now? 

↧
↧

FEM of water tank analysis

August 15, 2018, 10:51 pm
$
0
0

Hi everyone,

I am facing a problem, when a tank is modeled with plate element with varying triangular load on wall & wall with varying height. The Moment in the elements at points where there is change in height are abnormally high. This may be observed from the attached model  (Refer Plate Nos 193 & 571). Is there any thing wrong with the modeling?. or else how to tackle this problem.  For the Staad model refer attached link.

https://we.tl/lpLR7f6uDV

Thanks

↧

STAAD Advanced Concrete Design (RCDC) release notification not showing in CONNECTION Client

August 15, 2018, 11:45 pm
$
0
0

New release notifications for STAAD Advanced Concrete Design do not appear in the notification area of CONNECTION Client. Is this functionality not available yet?

↧

STAAD.Pro CONNECT Edition Joint Load GUI Default values

August 15, 2018, 11:52 pm
$
0
0

Dear Folks,

I am using STAAD.Pro CONNECT Edition, the trouble I am facing is while putting joint loads using GUI, staad takes erratic value automatically. E.g. if we input some value only as FY=10.50 but staad takes it as Fz=0.5, Mx=0.50, My=0.50, Mz=0.50, ref snap attached;

 

Similar troubles are with load on member.

If anyone is aware of the fix of this problem then please respond. Your response will be highly appreciated.

Thank you !

↧
Viewing all 16762 articles
Browse latest View live
Search
<script src="https://jsc.adskeeper.com/r/s/rssing.com.1596347.js" async> </script>