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  • Users: fatihash
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  1. fatihash

    ROOF STRUCTURE -MEMBER FAILURE

    Hi I have attached a staad file for roof structure , which is at level 169 m of building roof . But it shows member failure ,showing HSS TORSION and I am not able to find out the reason , plz help. STAAD SPACE FRAME START JOB INFORMATION ENGINEER DATE 1-Feb-18 END JOB INFORMATION INPUT WIDTH...
  2. fatihash

    WINDLOAD ON OPEN ROOF FRAME - ASCE 7-05 FIGURE 6-18A

    My structure is roof structure which starts at 41.2m level of building and ends at 47.85 m level . span 10.6m width 8.1 m height of roof structure one side 6.65m and other side 2.15m I calculated qh as 1.47 KN/m2 , G = 0.86 1. I considered wind load as per ASCE 7-05 with pressure...
  3. fatihash

    Cantilever Steel Canopy

    I need to design a cantilever steel canopy , span 8.48m and width 2.2m Plese help me to calculate wind load as per ASCE 7 , I calculated qh as 0.932kN/m2 . How to choose wind pressure coefficients as per ASCE .??which figure should I refer for coefficients? Please help , I am designing...

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