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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

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…

How to change Clause Ec-6.3.3-661 to deflection Sample Out put please explain

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…

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…

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…

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…

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…

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.

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…

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

Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.

Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…

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

Is this a normal displacement in STAAD.Pro Connect Edition? I am designing a pedestrian footbridge and I happened to encounter this displacement in a certain load case?

i am designing a beam from IS 456 in connect edition 1st time before SS4 is used so it is observed that spacing of the Shear Stirrups is more then 300 in old version it is limited to 300 currently I am using update 12 of the Connect Edition please look…

Hi, I am getting 2 warnings. Both are about instability in a joint in the My direction. The joints are highlighted in red in the following image. The joints highlighted are in the middle of the slabs. I have pinned the slab edges. Why are these…

I have analysed the model in staadpro and design the model in RCDC but I didn't found the total axial capacity of column the in RCDC calculation for column it shows only axial force acting on the column.

STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand

Iam getting this error when i run my model with user table sections. But assigned sections are in the same folder where staad files are.

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?

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) …