Referring to Table 13.2-1 , there are four requirements. You'd refer to S13.4 Nonstructural Component Anchorage, where the force is through the Table 13.6-1 Seismic Coeffs for MEch. and Electr. Comp; There are several categories.
Table 12.2-1 is knot generally for buildings : Through Table 15.4-1 and 15.4-2 there are another set of nonbuilding structures.
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Refugio Rochin P.E., M.ASCE
Civil Engineer V
Saint Charles MO
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