How to determine the max axial and shear force in multiple Members
I am creating a list of forces with their max axial and shear forces. See below for example of this table :
Is there a way for Staad to compute a similar table? Or at the very least use a simplified way of getting these values?
Please help. I have…
Error in selection of load case for bending moment check
Hello All, Greetings of the day!
I faced a query while checking the output file for my STAAD file with EN1993-1-1, wherein for Bending Moment clause 6.2.5 Max. combination load case was not considered by STAAD, Please refer below output image, where…
What is the best way to model beam elements of different depths flush at the top, including plate elements?
Hello. Please go through attached PowerPoint and then the below discussion will make more sense. I am using STAAD version 20.07.11.70.
The main problem is: when modelling decks or bulkheads which include offset beam elements and plates attached to…
Design Parameters Not Appearing in Postprocessing
Hello,
I have defined multiple parameters in order to check different load combinations for different groups as shown in the portion of the input file I pasted below.
LOAD LIST 1101 TO 1104 1201 TO 1204 1301 TO 1320 1401 TO 1412 1501 TO 1504 - 1601…
Staad - Save a Report / Table
In the results ribbon -> Reports -> Section Forces:
If you set your sorting options and loading options, you can save this report. Then you can later add it to your Postprocessing: Reports (the report that you print). Once you hit "OK" the report will…
How do I bring a reaction result box that is off screen back into view?
When I try to view the reaction results some of the boxes are off the screen and so I can't drag them back on.
How do I bring these boxes back onto the screen?
Zooming out and changing the position of the origin doesn't change their position.
Thanks…
Von Mises correct?
Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…
Member groups in staad pro sql query
Is there anyway to get the member group names into the mdb database generated along with SQL query. It would be much easier to analyze the results then.
Generating RAM Connection reports in STAAD.Pro
Applies To
Product(s):
STAAD.Pro
Version(s):
CONNEC Edition
Environment:
N/A
Area:
STAAD.Pro Support Solutions
Subarea:
Connection Design workflow
Original Author:
Modestas…
No results in the Beam Graphs
Question: After I run analysis, the beam graphs didn’t show any results:
Re: Extracting Results from STAAD Pro. Using VBA
I am attaching both my staad file & Macro. After extracting through this macro i found that if I choose an
intermediate section which does not fall in 12 ranges in which staad splits the member, there is an error
i n the result. i.e the extracted…