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AndrejLogunov

AndrejLogunov

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  • Suggested Answer

    Brackets in Staad.Pro +2

    6836 views
    8 replies
    Latest 2 months ago
    by Modestas
  • Suggested Answer

    Error in seismic definition +3

    3715 views
    8 replies
    Latest 3 months ago
    by DSANJU
  • Suggested Answer

    Performing a Direct Analysis---Watching videos--how i can download the documents ? 0

    223 views
    1 reply
    Latest 8 months ago
    by AndrejLogunov
  • Answered

    How do I update newly designed steel section in staad Pro connect edition 0

    1151 views
    2 replies
    Latest 10 months ago
    by Alugoju Vineeth
  • Suggested Answer

    Wind load for Russian snip code 0

    503 views
    3 replies
    Latest 11 months ago
    by Unseo 운서
  • Suggested Answer

    "Columns are missing " message 0

    1424 views
    13 replies
    Latest over 1 year ago
    by AndrejLogunov
  • Suggested Answer

    Staad parameter regarding UNT, UNB, UNR and UNL. 0

    547 views
    3 replies
    Latest over 1 year ago
    by Dawen Sui
  • Answered

    Changing Concrete Density in STAAD.Pro 0

    4298 views
    4 replies
    Latest over 1 year ago
    by Modestas
  • Suggested Answer

    WARNING IN WIND LOAD DEFINITION AND APPLIED SELF WEIGHT IS MORE THAN TOTAL WEIGHT OF STRUCTURAL ELEMENTS!!?? 0

    389 views
    1 reply
    Latest over 1 year ago
    by AndrejLogunov
  • Suggested Answer

    Script Error occur when Opening STAAD pro 0

    1808 views
    10 replies
    Latest over 1 year ago
    by AndrejLogunov
  • Suggested Answer

    WHAT IS THE ESSENCE OF GENERATING MESH ON SLAB BEFORE ANALYSIS +1

    1827 views
    17 replies
    Latest over 1 year ago
    by AndrejLogunov
  • Suggested Answer

    I'm applying time history analysis to the model but I keep getting the same error as ** ERROR IN TIME HISTORY LOADING DATA FOR TYPE 1 ** can anybody help me 0

    593 views
    2 replies
    Latest over 1 year ago
    by Rocker
  • Suggested Answer

    density not provided.Self weight command ignored 0

    1520 views
    3 replies
    Latest over 1 year ago
    by RITESH PATIL
  • Suggested Answer

    EC2:2004 : FAIL-The column fails the Bresler criterion. 0

    1586 views
    6 replies
    Latest over 1 year ago
    by DHINESHKUMAR RAJAVEL
  • Suggested Answer

    Design of Lifting Frame 0

    586 views
    1 reply
    Latest over 1 year ago
    by AndrejLogunov
>
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