i didnt get credly badge on staad pro after completing my structural analysis course. pls help me out
i completed structural analysis course and passed with 90%.i got all the certificates required but i still didnt get any badge. plz grant me badge
Concrete Compressive Strength
I am trying to design a concrete framed structure using 2500 psi concrete compressive strength. I have changed the material definition and the design parameter.
...but I receive the following warning in the output...
The design…
Design Result
How to change Clause Ec-6.3.3-661 to deflection
Sample Out put
please explain
UNL, UNB and UNT PARAMETERS STAAD.PRO
Why Staad Pro do not have UNT and UNB for IS 800:2007 ? as it is available for AISE code??
How to raise a Case in Service Now?
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
Installation and Performance Solutions
Subarea:
N/A
Original Author:
Bentley Technical Support…
Integration of STAAD pro, RCDC with BIM
Hi everyone, recently I attended the Bentley coffee corner webinar about usage of itwin services. I would like to use STAAD pro for analysis my box culvert using 3D analysis method and do design in RCDC and export my designs into BIM. I want to know whether…
STAAD WARNING LOAD AND RELEASE SPECIFIED TOGETHER FOR MEMEBER
Hello all,
I have over 100 errors in my model concerning the WARNING LOAD AND RELEASE SPECIFIED TOGETHER FOR MEMEBER. I'm not sure how to solve this error, please advice. Please let me know if you would like me to paste my command file as well. The…
Can I see for intermediate calculations than the ones provided in track 2?
Hi,
In API RP 2A-WSD 21st ed., w hen doing joint check with "track 2" set I'm able to see the values "Qu" and "Qf" utilized to reach the capacity values.
But is there a way to see how "Qf" was calculated? And also the parameter "A"?
I'm doing…
Staad Pro Connect Edition-Version 22.12.00.142 & Version 23.00.01.25 shows different result
I use "Staad Pro Connect Edition-Version 23.00.01.25". But, the problem is, when i run the same model in two versions then its showing different results. What is the reason for that?In Version 23.00.01.25 for Truss member it is calculating moment. Some…
How can I change the factor of safety parameter in joint capacity in API?
Hi,
In API RP 2A-WSD 21st ed., when 1/3 increase is applicable, the FS for simples joints check (cl. 4.3) changes to 1.2. But by default is 1.6 as it says here D1.J.2.6 Simple Joints: Capacity Checks.
Is there a way to change it?
Thank you very…
Assistance Needed: PLAXIS 3D Coupling Tool Issue
Hello,
I am encountering a critical issue while using the coupling tool in PLAXIS 3D to connect the bridge (designed in STAAD.Pro CONNECT Edition - Version 21.00.02.43) with the soil (modeled in PLAXIS 3D CONNECT Edition V22 – Version 22.01.00.452)…
MACRO FOR GENERATING WIND LOAD IN STAAD PRO
any one have the macros excel sheet prepared by mr. Surojit Ghoesh
pl mail me at gauravmandage143@gmail.com
WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN?
WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN? AS MANY OF SOFTWARE IN MARKET HAS CAPABILTY OF DOING SAME STAAD TAKING MUCH MORE TIME TO DESIGN , HOW TO REDUCE IT AND FOR INDIAN CODES WHEN STAAD SUPPORT MULTICORE/ THREAD TO DESIGN?ANALYSIS THE…
Deflection
Hello, Guys! I have added the TRACK 2 command along with the DFF to see the in-depth details of deflection. May I know if this, please see attached picture, can be seen somewhere in the postprocessing?
Also, how can I get the deflection of the entire…
RCDC Beam Design Query
Dear Colleagues,
for some unknown reason RCDC designed & detailed a regular beam as a Cantilever, while trying to understand what happened behind the screen - aroused a few more doubts , which i'll list below.
Would very much appreciate, if anyone…
Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)
We are wondering what method / programs you use to analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? What engineering codes are used in your country? See videos below for…
SLIDING CHECK IS NOT PERFORMING FOR FOOTING.
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Footing Design
Original Author:
Bentley…
LOC(Loss Of Contact) for Footing.
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
Footing Design
Original Author:
Bentley…
Technical Reference Document
We are reading the some example in STAAD that compare between hand calculations and STAAD. Sometimes, we found the instruction that refer other documents as the below picture :
Could you advice where we can find these document in STAAD ?
Thank…
Pendulum check
Hi Attached below is my staad model for a simple pendulum. I am having these warnings: ***WARNING - INSTABILITY AT JOINT 2 DIRECTION = FY
Can anyone check my model, please?
STAAD PLANE START JOB INFORMATION ENGINEER DATE 10-Aug-23 END JOB INFORMATION…
STAAD MODEL DOESN'T OPEN BUT OPENS IN EDITOR
My perfectly working STAAD model file suddenly stopped working while updating in the editor.
It opens in the editor but the model doesn't open.
I have tried reinstalling the application as well. No luck yet.
I use the below version.
can anyone help me with wind load generation (wind load general, static & dynamic) and assign using staad pro physcial modeler and also for seismic load also. Kindly explain the process briefly
I need to understand how to generate loadings in physcial modeler like wind load & seismic loads. while doing in physical modeler, to apply/assign wind load to the structure I have to create the wind load definition in catalog tab and go to loading tab…
mat foundation for a tank
Hello every one
I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it.
Thank you
W726-6: Near zero length element at point XXX warning message in AutoPIPE
Applies To
Product(s):
AutoPIPE,
Version(s):
2004, XM, & V8i
Environment:
N/A
Area:
Warning Message
Original Author:
Bentley Technical Support Group
Problem…
THE MEMBER 1 CAN NOT BE DESIGNED FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION
Why this keeps appearing, Guys?
I got the same warning for HSS Rectangle standards. Can somebody help me please.