• Seismic load in combination with reference load

    I understand that Loads like Wind Load, Seismic Load, Time History Load, Moving Load etc., which needs the program to generate the load items, cannot be specified within a Reference Load Case. Then how we will use the generated seismic load in combination…
  • REFERENCE LOAD FOR SEISMIC DEFINITION-ERROR

    With repeat load we get following error: *WARNING- APPLIED SELFWEIGHT IS MORE THAN TOTAL WEIGHT OF ALL To avoid the warning we tried to use REFERENCE LOAD . Sttad file is attached. Following error appears **ERROR- CASE BEING FACTORED DOES NOT EXIST…
  • WARNING SELF WEIGHT ... MORE THAN TOTAL WEIGHT

    I get the following warning in my analysis. Staad file attached RVISED BY AJAY- 2FRAME.std *WARNING- APPLIED SELFWEIGHT IS MORE THAN TOTAL WEIGHT OF ALL STRUCTURAL ELEMENTS IN LOAD CASE 105 ALONG Y. THIS COULD BE DUE TO SELFWEIGHT APPLIED TO SPECIFIC…
  • ENFORCED SUPPORT COMMAND -WARNING

    DOCX I am trying to use Enforced support command but get warning. Can you advise how to avoid the warning?
  • DIRECT ANALYSIS -REFERENCE LOAD-REPEAT LOAD

    Sorry I have to come back with the same problem within a short interval of time. 1. I want to Use Direct Analysis. 2. I have seismic load for which definition comes first before any load. 3. If I use Define Reference Load the program gives error…
  • DIRECT ANALYSIS

    I have seismic load for which the definition is given before any other load definition as per Staad. Now I have to use Define reference load command for notional load and Direc Analysis. But it gives error with Message" Defind commad should be before…
  • NOTIONAL LOAD

    SOME CLARIFICATION REQUIRED IN THE USE OF NOTIONAL LOAD *PRIMARY LOAD CASES LOAD 1 DEAD LOAD (DL) JOINT LOAD 13 TO 16 29 TO 32 45 TO 48 61 TO 64 FY -100 LOAD 300: DEAD NOTIONAL LOAD NOTIONAL LOAD 1 X .002 THE ABOVE NOTIONAL LOAD IS APPLIED…
  • LRFD LOAD COMBINATION WITH NOTIONAL LOAD

    I AM TRYING TO USE NOTIONAL LOAD IN THE LRFD DESIGN. CAN ANYBODY CONFIRM IF I HAVE FORMED THE COMBINATION CORRECTLY? PLEASE ALSO CLARIFY IF I HAVE TO DO P DELTA ANALYSIS THEN THE COMMAND FOR THE SAME IS PERFORM PDELTA ANALYSIS AND NOTHING ELSE REQUIRED…
  • STAAD.Pro RC Designer Input / Analysis File Extension -reg.

    Dear Colleagues, If i need to send someone a STAAD file along with batch mode analysis / design results, i can send them .STD and .ANL files. Now that i'm using brief mode for design (using inbuilt RC Designer), when transferring the files to someone…
  • Getting disjointed error

    Hello everyone, I am having trouble with my substructure design and getting **WARNING- THIS STRUCTURE IS DISJOINTED. IGNORE IF** I will attach both the output and std. file to anyone who could help! Thanks Steel frame 3.29.2018.std PDF
  • SP16.13330.2011 Design error

    Hi, I am doing design of Gantry steel structure using STAAD.Pro slect series 6 for Russian standard SP16.13330.2011. After analysis was done, I am getting Error report like below: 8 CAN NOT BE CHECKED BY BUCKLING   FACTOR "FIB" CAN NOT BE DEFINED…
  • RE: VBA macro for column reinf

    HI, I HAVE DEVELOPED AN EXCEL SHEET FOR EXTRACTING COLUMN REINFORCEMENT DETAILS FROM STAAD .ANL FILE HOPE IT WILL BE USEFUL STAAD COLUMN SUMMARY EXTRACTOR.zip Regards MALLESH +91-9148765688