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  • Users: Slaze
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  1. Slaze

    Wind Force on a Ringwall Supported Tank

    Forgot to add the file.https://files.engineering.com/getfile.aspx?folder=bc548fc6-3cd4-44eb-8cae-c07ca3f59f05&file=Figure_3.pdf
  2. Slaze

    Wind Force on a Ringwall Supported Tank

    The tank is 60ft dia X 40' tall. See the attached diagram. Is the lb/ft vertical load from W as simple as?: Wind Pressure X 1ft X 40ft = W W X 20ft / 60 ft = Load per ft
  3. Slaze

    Wind Force on a Ringwall Supported Tank

    Can someone help me by explaining how you transfer a horizontal wind force on a tank to a vertical pound per foot load for bearing sizing of a ringwall? This would be used as a component of the PT (total load on tank shell lb/ft) for 5.6.2 of PIP STE03020.
  4. Slaze

    ASCE Building Classification

    I am having trouble classifying a proposed covered porch, attached to an existing house, as enclosed, partially enclosed, or open. The porch is 8'-8" X 30'-0" with a hip roof. One 8'-8" side is the common wall of the existing house with no openings, the other 8'-8" side is a masonry wall with...
  5. Slaze

    Concrete Pit Design

    Yes, it is 9 ft square (inside)in plan. The pit will have a sump. There is no cover over the pit.
  6. Slaze

    Concrete Pit Design

    Consider designing a four walled concrete pit with a concrete bottom and open top. The walls are 9 ft wide inside. The top of concrete at pit floor is 8 ft below grade with another 2 ft projecting above grade. Would the pit walls be like a retaining wall and size for vertical flexural...

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