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ENGINEERING STANDARD FOR ATMOSPHERIC ABOVE …
igs.nigc.irMay. 1993 IPS-E-ME-100 5 b) a live load of 1200 N/m2. 4.2.8 Soil conditions such as bearing pressure of soil, or uneven settlement of foundation on which the tanks are to be built shall be considered in the tank design. 4.2.9 When calculating for vacuum conditions during lowering of tank product in fixed roof tanks maximum gravity transfer conditions should also be considered.