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Dowel Type Fastener Capacity(D<.25")Single Shear <br /> Date: 3/21/2024 Engineer: CRL Job: 10012 <br /> JO IST TO M 13##4 CON N ECTI O N <br /> ASD C—D: 1 C_A: 1 C_tn: 1 <br /> C—M: 1 C_eg: 0.67 <br /> C_t: 1 C d is 1 <br /> Fastener Size: 16d <br /> Type: Common <br /> Fastener Length 3.5 in Diameter: 0.162 in <br /> Framing: 11/2 Thickness: 1.5 in <br /> Grade: HF <br /> Framing: 6x Thickness: 5.5 <br /> Grade: DF <br /> Fem.- 4640 psi K1 0.5509 <br /> Fes: 3510 psi K2 1.2383 <br /> Lm: 1.838 in Lm=P-((2D)/2) K3 1.0035 <br /> Ls: 1.500 in <br /> Fyb: 90000 psi <br /> Rd: 2.2 <br /> Rt: 1.23 <br /> Re: 1.32 <br /> z <br /> Im Is II HIM Ills IV <br /> 421 260 143 143 104 88 <br /> z= 88 Ibs <br /> Governing Limit State:1 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 /> I1 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 /> HIM 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 <br /> the side member. <br /> IV Connection yield is governed by the formation of two plastic <br /> hinges in the fastener at each shear plane. <br />