Eventhough set up in metric METER , KILONEWTON and set up force units in display options, still when i define properties in property page in metre when it is entered the value is converted to inches.pl help
Does anyone know why the ends of the bottom chord of my truss fails when it has double angle section L75x75x6 LD, while when I use the single angle section L75x75x6, it passes? as per the output, the members fail in flexure compression and tension (eq…
4034.With Temperature_Rack.std.txt
When I have applied temperature load and run the staad file it showed an abnormal unity ratio. Can you please check and suggest what is the issue? also check our applied temperature load calculation?
For design,…
Hello,
I am using STAAD Pro CONNECT Edition ver. 22.12.00.142.
When I use existing model and "Save As" it for modifications, I have observed node elevations are changed.
I am not sure what other changes are also happening in the model. This problem…
I am trying to analyse an aluminium frame but sections to be used are not in database so I tried USERTABLE and made 2 sections First is 30x20x1.4 mm channel section and second is SHS 40x40x1.4 . After runing analysis it throughout an error as in subject…
Dear All,
I would like to ask if, and if yes, how, is it possible to model acceleration due to land transportation in Staad.Pro model?
I would like to be able to apply an acceleration value at the COG of the structure and have it applied to all the…
WHAT IS THE MEANING OF 2-T8@115 C/C IN COLUMN DESIGN DUCTILE LINKS SECTION. REF. SCREENSHOT.
/resized-image/__size/1920x1080/__key/communityserver-discussions-components-files/5932/0116.Screenshot-2022_2D00_07_2D00_16-140850.png
sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ?
sabbir ahmed -static - 07.05.22_foundation.xml
As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work
the part where it does not show is a cantilivar beam the left side of the photo down here
Hi,
Hopefully, you are doing well.
could you please help me to solve this error? this is the code below.
regards,
DEFINE WIND LOAD TYPE 1 WIND -Z (WINDWARD WALL) <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 137.000 KMPH 0…
this is the code
STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…
STAAD Section Properties - what is the difference btwn Zp ("distance to equal area axis") and Zm ("distance to centroid along Z")? Also, when I take the moment of inertia, Iy and divide it by the Zm (which I believe is the distance from bottom to the…
Dear sir,
Both stringers of staircase having same section only difference is one is created in section wizard and one is define in section table in staad.why the bending capacity of section wizard created section is less than other one.KIndly explain…
Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…
Is there a way of telling the floor load distribution to ignore certain beams? I have a floor with plan bracing. I don't want the bracing to attract any load. I can specify the bracing members to not attract load?
Cheers,
ASN
STAAD Pro Connect…
Hello,
I have recently imported a SACS file into STAAD. The materials have been brought in but there a literally hundreds of different materials. How do I remove all materials and start afresh?
Software: STAAD Pro Connect Edition V22 Update 7…