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  1. danzrg_05

    Service Load Factor on PIP and ASCE for Petrochemicals

    Hello! I'm having an issue trying to understand why this difference exists between ASCE Guidelines for Seismic Design on Petrochemical Facilities and PIP STC01015. On ASCE, recommended load comb is: 0.9Ds + 0.9Do + Af + To + 0.7Eo (Table 5.1, comb 4) On PIP (2007), it says: 0.9Ds + 0.6Do + Af...

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