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  1. asp1111

    ASCE 7-05 WInd Loads Fig 6-9

    Thanks to both of you for your comments, However what I intend to know or how I interpret the whole situation is as follows, As there is no clear mention of roof and side wall pressures in Fig 6-9, it can be included as follows 1. Apply FULL roof pressure calculated from equation 6-17 along...
  2. asp1111

    ASCE 7-05 WInd Loads Fig 6-9

    Hello I have following questions: ASCE 7-05 page 52, MWFRS Method 2 Fig 6-9 Design Wind Load Cases, 1. What happens to the Roof design pressure calculated per section 6.5.12.2.1 equation 6-17 ? Fig 6-9 does not mention anything about Roof pressure Loading? I may not be interpreting it...
  3. asp1111

    Seismic Analysis of Diesel Tanks

    Its about 1500 gal. 20 feet x 8 feet x 5 feet approx. rectangular steel tank made up of gauge 7 plates. ASCE 7-05 talks about storage tanks and API also does the same I believe. I am looking for any code/document/study which specifically address these type of structure in the event of an...
  4. asp1111

    Seismic Analysis of Diesel Tanks

    Hello All I need to analyze a Genset fuel tank for seismic loading per ASCE 7-05 and certify it for a certain g level. I am applying the full hydrostatic pressure on the tank wall times seismic g accl (with the required load factors) on the tank walls and after analyzing am getting high...
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