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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…

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…

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…

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…

Hello, Guys! Is STAAD.Pro has this efficient transfer of force from a wide flange used as a column to a concrete pedestal both designed in a single file? Or do I need to model them separately? Another question: How can I represent a bearing…

Hello! I am currently using the STAAD. Pro V12 and I just figured out that there is the latest build of STAAD.Pro which is 2023. Is there a feature in the app that facilitates in-app updates? Or should I have the V12 uninstalled?

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

In STAAD.Pro Connect, when releasing the trusses, do we release all the members that make the truss? Or just the diagonal of the truss? Please enlighten me. Thank you!

Hi, everyone! Is the optimize command working for steel sections created using the User Table?

I'm having a problem with mu model. How would I make the deflections appear in the staad output file? All I am getting are these I am checking for strength and serviceability check. Load Envelope 1 for Srength and Load Envelope 2 for serviceability…

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…

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?

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…

ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY

hi

STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…

369. TYPE 1 WIND 370. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! 371. IS875-2015:PARAMS 0 0 0 9.600 0.000 3.000 0 JAMSHEDPUR 47.000 0 1.000 1 5 - 372. 1.000 1.000 1.000 1.000 1.000 1.000 2 1.000 0.020 0 49.760 24.350 12.600 0 0 - 373. 0 1.000 0 0 0…

Respected Engineers, How can we incorporate the additional strength available by soil safe bearing capacity into our grade beam and plinth beam structural designs?

WE HAVE TRIED WITH THE FOLLOWING AVAILABLE COLD FORMED SECTIONS: Angle With Lips - 1 Double Angle (LD) Double Angle(SD) Channel With Lips Channel Without Lips Double Channel Back to Back Double Channel Front to Front Zee With Lips …

Hi Staad master sirs, I’m Trying with the Staad.pro model of a Rack system with Economic solutions - which consists of Hot Rolled Sections + Cold-Formed Steel sections, by using IS800 + IS801. My entire members are only supposed to be Designed as Hot…

Hi, I need help defining seismic loads by using the response spectra line graph. I add seismic periods and accelerations in the 'Load Case Details' section (attached image). I did not use the 'Definitions' section to consider seismic. My question is how…

**ERROR 9464** MAX EXCITING FREQUENCIES = 7500 REQUESTED = 9908 this error i encountered when i was running steady state analysis. could you please explain how i can fix it? thanks

Hey All, While Modelling A Building In Staad Connect Edition, When I Model A Slab Of 5 X 5 m Size In C.E., It Takes The Length As 5.00001 m Irrespective of 5m Length Input, And So It Gives Error While Generating Floor Load With Boundary Of 5 X…

Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…

Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std