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  1. BISIS

    Seismic Design of Nonstructural Components

    Thank you for your response JGard. 13.6.11 Covers Conveyor systems. However, it references "conveyor systems, not designed and constructed in accordance with the reference documents in chapter 23...." I am not sure what to make of that statement. However, C13.1.4 Exemptions states the...
  2. BISIS

    Seismic Design of Nonstructural Components

    ASCE 7-10 13.14.4 states a list of exemptions for nonstructural components. Item 5 states "Mech and Elec components in SDC C with Ip =1". Does that mean that the component is exempt, or that the component, supports, and attachments are exempt? I have a product conveyor (carbonated beverage )...
  3. BISIS

    API 650 Low pressure Tank Anchorage

    I have a tank with an operating pressure of 1" w.c. and a maximum pressure of 4.4" w.c. The roof connection detail does not meet the requirements of a frangible roof. Neither the operating pressure nor the maximum pressure exceed the weight of the shell and roof. However, the maximum design...
  4. BISIS

    Relocating Bracings in a frame

    Dont forget to check the footing and anchor bolts if the brace is going to connect to a different column base.
  5. BISIS

    Snow Drift in 5psf GSL Region

    ASCE 7-10 Commentary The leeward drift load provisions are based on studies of snow drifts on roofs (Speck 1984, Taylor 1984, and O’Rourke et al. 1985 and 1986). Drift size is related to the amount of driftable snow as quantifi ed by the upwind roof length and the ground snow load. Drift loads...
  6. BISIS

    Snow Drift in 5psf GSL Region

    Older versions of the Code (I found a BOCA 93) state that drifts shall be calculated for ground snow loads greater than 10 psf. So I guess the answer is that they revised the code so that drifts must be considered even in 5 psf regions. Large industrial and manufacturing complexes may have vast...

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