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Dowel Type Fastener Capacity(D<.25")Single Shear <br /> Date: 7/9/2024 Engineer: CRL Job: 10052 <br /> Collar Tie Conn. <br /> ASD C D: 1.15 C 0: 1 C tn: 1 <br /> C-M: 1 C_eg: 1 <br /> C t: 1 C di: 1 <br /> Fastener Size: 10d <br /> Type: Box <br /> Fastener Length 3 in Diameter: 0.128 in <br /> a) Framing: 2x Thickness: 1.5 in <br /> Grade: HF <br /> CU <br /> Framing: 2x Thickness: 1.5 <br /> Grade: HF <br /> Fem: 3510 psi K1 0.3972 <br /> Fes: 3510 psi K2 1.1204 <br /> Lm: 1.372 in Lm=P-((2D)/2) K3 1.1012 <br /> Ls: 1.500 in <br /> Fyb: 100000 psi <br /> Rd: 2.2 <br /> Rt: 0.91 <br /> Re: 1.00 <br /> z <br /> Im Is II Illm Ills IV <br /> 322 352 140 120 129 93 <br /> z= 93 lbs <br /> Governing Limit State: IV <br /> Limit States <br /> Im Connection yield is goverened by crushing of wood fibers in the <br /> main member. <br /> Is Connection yield is goverened by crushing of wood fibers in the <br /> side member. <br /> II Connection yeild is governed by rigid rotation of the fastener at <br /> the shear plane <br /> Connection yield is govered by formation of a single plastic <br /> Illm hinge in the fastener at the shear plane,combined with wood <br /> crushing in the main member. <br /> Connection yield is governed by formation of a single plastic <br /> Ills hinge in the fastener at the shear plane,combined with wood crushing in the <br /> side member. <br /> IV Connection yield is governed by the formation of two plastic <br /> hinges in the fastener at each shear plane. <br />