I MODEL A BEAM A BEAM OF 12 M SPAN IN WHICH THE SUPPORTS ARE ASSIGNED AT 8 M C/C AND REST 2.2 M FROM EITHER SIDE IS CANTILEVR , NOW IF I CHANGES THE BEAM INCIDENCE THE SHEAR FORCE DIAGRAM IS CHANGED (REVERSED) WHILE LOADING POINT IS SAME
Hi,
I have the below code which interfaces with a matrix i have created in excell/VBA.
I want to create the loadcase, this code works, and then add the reference load say "R1" to the load case with a load factor as per the image below. The reference…
Hello,
I cannot seem to find the documentation which shows the load classification that is considered as mass loading.
For example, I think I knew someone say that "Pressure on Plates" cannot be considered as mass loading. Can someone help me? …
Why I am getting more reinforcement at level 0 to 3.
please provide valid clarification.
Model Attached below for your reference. 8182.FINAL MODEL12 M STG.STD
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,…
I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?
Dear Colleagues,
current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142
there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same.
Wind was…
Hi!
I am having some issues with the calculations for side-face blowoutfor a group of anchors.
I have that base plate.
A 650x650 mm pedestal, and a 470x470 base plate with 8 anchors.
(I don´t know why, but i can´t upload images right now)
…
Dear colleagues,
where can I find information about total list of STAAD standards?
I am also looking for information about certificates that confirm the quality of the calculations of this program.
I start STAAD, click on Configure > File Format > Input format. I select all items under "Input format > Single Line Format Commands:", and "Write expanded list", then click "OK". After all these steps, I opened the Command File of an existing STAAD model…
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…
IF I ASSIGNED A COLUMN SUPPOSE 300 X 600 IN COLUMN IN STAAD AND NOW IF I WANT TO CHNAGE ORIENTAION IN THE RCDC, HOW TO DO THIS AND WHY RCDC GROUP 600 X300 COLUMN AND 300 X 600 COLUMN IN SAME GROUP IT SHOULD GROUP DIFFRENTLY RCDC ONLY GROUP COLUMN ON THE…
I'm getting a note after the analysis as shown below:
**NOTE - NEAR DIAGONAL DECAY AT JOINT 511 DIRECTION = MZ.
Even though the structure is symmetric, the support reactions of the left and right sides are differing.
Please help to sort out this…
We have older project files that were created/modified using STAAD.beava which is no longer supported. Are there any options to convert these files or installing an older version of STAAD to work with these files?