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This document discusses seismic qualification requirements and analysis methods. It specifies peak horizontal and vertical ground acceleration coefficients of 0.5g and 0.3g, respectively. A finite element analysis will be performed using a static coefficient method that leads to conservative results. Design horizontal and vertical accelerations are 1.87g and 1.13g. Load combinations to be analyzed include dead load, thermal expansion loads, static conductor tension, and earthquake loads in the X, Y, and Z d

Author

jcmayot

Language

EN