Blast Load from a Butane Sphere
Blast Load from a Butane Sphere
(OP)
New structures are to be build in a distance about 150ft away from an existing Butane sphere (about 32ft dia and 30ft from ground to sphere center). The pressure, as per the client's experience is 1 psi. With a quick check I realized the pressure is huge for building walls.
I would like to ask the resource (design guide/code) for the blast design. Should the building walls resist the load or it is better to have a blast wall around?
Thanks for advice in advance.
I would like to ask the resource (design guide/code) for the blast design. Should the building walls resist the load or it is better to have a blast wall around?
Thanks for advice in advance.
RE: Blast Load from a Butane Sphere
RE: Blast Load from a Butane Sphere
RE: Blast Load from a Butane Sphere
RE: Blast Load from a Butane Sphere
RE: Blast Load from a Butane Sphere
Dik
RE: Blast Load from a Butane Sphere