Question: Find the load factor for a load that is not specified in ASCE 7 . The design will be based on the strength design provisions

Find the load factor for a load that is not specified in ASCE7. The design will be based on the strength design provisions of ASCE7 for a structure in which failure is not sudden but could lead to wide-spread progression of damage at a Risk Category III facility. The load factor shall be for a principal action in its combination. The coefficient of variation for the load under consideration is 0.30.
Find the load factor for a load that is not

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