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

Group.select does not work also how to get list of groups.

: This is a question on VBA STAAD,my command isstrGroupName = "A"objOpenSTAAD.View.SelectGroup (strGroupName)I tried above with brackets and without also, but it does not work, i also tried "G1:_A" for...

View Article


Connection Check under Seismic Load in EN 1998-1 / Dissipative Structure,...

Hi, Here are some questionsIt's all about special connection check for 'under (strong) seismic load' according to ch 6 EN 1998-11. If some connection is designed according to the procedures in SCI 398...

View Article


Image may be NSFW.
Clik here to view.

Warning-Tension /Compression did not converge

I have completed a "Run Analysis" on a Staad model having the following support condition shown attachd. The Staad output gave the following:  **WARNING-Tension/Compression did not converge after 25...

View Article

How to make sure which primary beam rests over the other when two primary...

when we intersect two beams which cross eachother , it is obvious that one beam would support the other one. bcoz in real life usually the longer beam rests over the shorter one when they intersect...

View Article

how to rest one primary beam over the mid point of other primary beam?

suppose there are two beams intersecting at their midpoints & we intersect eachother using intersect command. But how to rest the longer beam on the shorter one or staad does it automatically.

View Article


"Take Picture" files

Hello,Where are pictures saved and in which format after click on "Take Picture" button?Regards, Vaidas

View Article

PRINT MAXFORCE ENVELOPE bug

Hello,In an expression of "PRINT MAXFORCE ENVELOPE LIST 1 2 3", after manual correction of source file, STAAD deletes "LIST" before a list of members and after reports that it's arbitrary change as an...

View Article

plate vs solid element

hello i have a question, i have seen that for plate elements, we have that the dimension should be greater than 10t and for solid elements that is should be less than 10t.does that include the mesh...

View Article


Image may be NSFW.
Clik here to view.

What is Approximate 2nd order effect?

View Article


Reinforced Concrete Detailing in Microstran

How to create RC detailing in Mirostran, please provide in steps?

View Article

RC Detailing in Bentley MicroStran

what to do when you receive the following message in microstran after RC design.Input  file opened: Concrete Design.cxfHeader DXF does not exist.

View Article

Image may be NSFW.
Clik here to view.

I am unable to activate the license

During installation of STAAD.Pro V8i I got below message.  Please help me resolve this issue. After installation, when i opened the software below is the message and I cannot go further. (Please visit...

View Article

how to design and check 5 times live load in cantilever beam?

I have designed a cantilever beam but don't know how to do 5 times live load check.

View Article


***WARNING - INSTABILITY AT JOINT 111 DIRECTION = MZ

Good Day. I encountered problem here at my analysis. Can I ask for help how avoid this warning ? Thank you so muchThis is the staad editor.STAAD SPACE DXF IMPORT OF 1.DXFSTART JOB INFORMATIONENGINEER...

View Article

Center of Mass & Center of rigidity

DEAR SIR,   Here I am attaching STAAD file of my project in which I am seeking to know about center of mass of each floor and center of rigidity of each diaphragm floor. I have given some command to...

View Article


*WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL...

Good Day. I encountered problem here at my analysis. Can I ask for help how avoid this warning ? Thank you so muchThis is the staad editor. STAAD SPACE DXF IMPORT OF 1.DXFSTART JOB INFORMATIONENGINEER...

View Article

**WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 1.5887E-01 at...

Hi, good evening. I'm having 20 warnings with my structure pertaining to the wind load. Can you help me solve this warnings? Your help is very much appreciated.STAAD SPACE DXF IMPORT OF TRUSS1.DXFSTART...

View Article


***WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL...

Hi! I'm new to STAAD and I could not figure out why STAAD gives ***WARNING - APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL ELEMENTS IN LOAD CASE 3 ALONG Y. Can anyone please help?Thank...

View Article

**ERROR** SECTION PROPERTIES NOT ENTERED FOR MEMBER 5 **ERROR** SECTION...

Good Day Mr. As I do my analysis. I encounter this error. Can I ask for your help how to resolve this. It will be a great help to my overall requirement. Thank youAttach below is the Staad EditorSTAAD...

View Article

ERROR Above line ignored! check possible syntax or typing error

Good day, Sir/Maám. I seem to have a problem with my staad results and i can't seem to locate where the error occurs. Can u please check what seems to be the problem to my output attached below? Thank...

View Article
Browsing all 16762 articles
Browse latest View live


<script src="https://jsc.adskeeper.com/r/s/rssing.com.1596347.js" async> </script>