Hello sir, I've created some new sections in the Euroean profile of section database. However when other colleagues open my staad model in their own computer, thery couldn't see my costomed profiles. They have copied and paste my eddied db3 file…

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…

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…

While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…

This should be an easy one for you all. When you place a load over a given area and then add an additional load that overlaps it, does STAAD consider the loads additive or choose one or the other? I'm thinking specifically if you define a live floor…

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…

How could I apply lateral load to the top flange instead of the beam center in "Physical Modeler"?

How should I turn on Staad.beava (bridge code) in staad pro connect edition? In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached. Please reply.

How the default value of Integration time step of 0.0013888 sec is decided in Staad?. what is the basis for it. Could any one please help out?

Hello sir, Iam getting instability in joint 63 in the mid of the floor beam. Tried all possible solutions I know off, but cant solve the instability issue. Can you please help me fix this problem. No lateral loads in this building, only gravity loads…

Hi, Could we see a volume of a model , by selecting boundary values , i.e. , X range, Y range and Z range? Kind Regards, Arash

In a model , nodes and members are lied on a surface that is not parallel to the main axis , how can I select them or view them only ?

Dear Bentley, We have been trying to validate RC footing design as per IS 456:2000 using RCDC to use in a MEGA project. While checking we found following issues:- SL.NO. ISSUES REMARKS 1 RCDC assumes the support reactions from…

Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh

Hi, Iam using STAAD CONNECT Version 22.07.00.160 . Please see the below snip from my STAAD Connect edition window. The resolution is too small in working graphics window to work with modelling and others, but the text inside the member properties…

Error the rayleigh frequency 8.07558E-08 IS LESS THAN 0.00001 Please help me solve this .The file and screenshot of the error is attached

HI AM DESIGNING T BEAM AND L BEAM CREATED SHAPE IN STAAD CONNECT EDITION BUT THE SHAPE NOT COMING IN RCDC SOFTWARE PL SUGGEST TO IMPORT R1.std

Why do I keep having very big reactions for the support of modeled shearwall? When i modeled my structure, the reactions was around 1900Kn but when I incorporate a shear wall (which is modeled using parametric) it shows very large reactions which is 7000Kn…

My Section size is 175 x 8 Flange and 1000 x 10 Web of Fy= 345 Mpa. The unsupported length about x and y is 1.5m. Lz is 25m. Capacity as per STAAD is 953.62 kNm doesnt match with manual value. But STAAD Output report, the value is 953.623 kNm which…

Hello, I was carrying out an analysis for a frame and was informed of instability at a joint. Although i have two pinned joints in 3D model space , i have included releases to take care of out of plane moments and torsion on the top beam. However, the…

PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.

Hi every one i have modelled staad with same number of columns and all the column sizes are same. so as per the staad literature the stiffness of columns calculated as 12EI/L^3. My member sizes are same and the floor heights are same in staad but the…

If we model the retaining wall with attachment of beam the beam is splitting into the plate element size. How to design the multiple splitted beams in a single span is designed and analysed as a single member. Please explain.

Hi , Does RCDC FE 04.01.00.09 interact with Staad connect 22.05.00.131 ? Means once the FE file created from Staad file, can we give again the updated (Modified) Staad file for the same FE file? Elaboration: I have analyzed Foundation in staad connect…