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Design Method'Allowable Stress Design(ASD) J <br /> Connection Type Lateral loading <br /> Fastener Type"[Lag Screw 1 <br /> Loading Scenario P Single Shear <br /> Submit Initial Values J <br /> Main Member Type Douglas Fir-Larch(North) <br /> Main Member Thickness 5.5 in. <br /> Main Member:Angle of(— <br /> Load to Grain 10 <br /> Side Member Type'Douglas Fir-Larch(North) <br /> Side Member Thickness --Other(In Inches)-- <br /> 17.5 <br /> Side Member:Angle of <br /> Load to Grain 10 <br /> Washer Thickness 11/8 in. <br /> Nominal Diameter 13/4 in. <br /> Length 112 in. <br /> Load Duration Factor rC_D=1.0 <br /> Wet Service Factor IC_M=1.0 <br /> End Grain Factor rc_eg=1.0 --1I <br /> Temperature Factor I C_t=1.0 WJ <br /> Calculate Connection Capacity <br /> Connection Yield Mode Descriptions 1 Limits of Use 9 <br /> Diaphragm Factor Help I Load Duration Factor Help..j Technical Help J <br /> Show Printable View <br /> Connection Yield Modes <br /> Im 13085lbs. <br /> Is 15971 lbs. <br /> iI 12262 lbs. <br /> iilm 11400 lbs. <br /> Ills 12548 lbs. <br /> IV 1952 lbs. <br /> Adjusted ASD Capacity 11952 lbs. <br /> • Lag Screw bending yield strength of 45000 psi is assumed. <br /> • The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance,edge distance and spacing per NDS chapter 11. <br /> While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the <br /> information reflects the state-of-the-art,neither the American Wood Council nor its members assume any responsibility for any particular design <br /> prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. <br /> The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. <br /> Support for development of the Connection Calculator was provided by American Wood Council. <br /> ;onan cu-w z: s«:. rra»:::sc a:r-r...�.;,;. s - <br /> <<^p r as ,� � .. arm s .•-rwl: •^a¢. <br /> sFare�;>r,rah_s:-s. �2K:�:,,r.,-.-� z+wc�_�-.wsrsik. -�-^r-',rg,,�' �..•��H�+!ak+fiaF ��c,�.. • a <br />