Bolted Connections for Seismic Applications
Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, Rd, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections. In accordance with Clause 27.1.6, these bolted connections shall: (a) have pretensioned [...]