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  1. Lcorrea

    Why Asme VIII div 2 in their load combinations table 5.2 do not combines E with Temp?

    Why Asme VIII div 2 in their load combinations defined in table 5.2 do not combines Earthqauke with Temperature loads. Some experts say if the temperature is present during earthquake, then E &T shall be in a combination. I sounds logic, but ASME code does not include it. Why?

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