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Simpson Strong-Tie SET-XP High-Strength Epoxy Adhesive
www.buildsite.com10. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for 7⁄8" anchors must be multiplied by αN,seis = 0.80. 11. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for 1" anchors must be multiplied by αN,seis = 0.92. 12.
ICC-ES Evaluation Report ESR-4266 - Hilti
www.hilti.comFor carbon steel KB-TZ2 anchors installed in the soffit of sand-lightweight or normal-weight concrete on steel deck floor and roof assemblies, as shown in Figure 5A, Figure 5B and Figure 5C, calculation of the concrete breakout strength is not required.