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Design Method I Allowable Stress Design(ASD) v_1 <br /> Connection Type flateral loading 1 <br /> Fastener Type D`eg Screw <br /> Loading Scenario I Single Shear <br /> Submit initial Values <br /> Main Member Type l Douglas Fir-Larch(North) rr <br /> Main Member Thickness 1I5.5 in. <br /> Main Member:Angle of rO <br /> Load to Grain I <br /> Side Member Type FSteel <br /> Side Member Thickness 11/4 in. _v_11 <br /> Side Member:Angle of <br /> Load to Grain IO <br /> Washer Thickness 11/8 in. <br /> Nominal Diameter If/4 in. 11I <br /> Length 5 in. v_f 1 <br /> Load Duration Factor I C_D=1.0 <br /> Wet Service Factor[C M=1.0 <br /> — <br /> End Grain Factor C eg=1 0 � <br /> Temperature Factor C_t=1.0 f� <br /> Calculate Connection Capacity <br /> Connection Yield Mode Descriptions I Limits of Use I <br /> Diaphragm Factor Help I Load Duration Factor Help I Technical Help I <br /> Show Printable View <br /> Connection Yield Modes <br /> Im —1I3284 lbs.Is II3148lbs. <br /> II 111508 lbs. <br /> IIIm 111819 lbs. <br /> Ills 111049 lbs. <br /> IV 111305 lbs. <br /> II Adjusted ASD Capacity 111049 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 /> • ASTM A36 Steel is assumed for steel side members 1/4 in.thick,and ASTM A653 Grade 33 Steel is assumed for steel side members less <br /> than 1/4 in.thick. <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 /> • <br /> �•^,.r. ......:. -,. :as::�; x-.i6ae+ +s�sattti'iRb .. �cv-cs+trraM!-.- '. �r,-. ..",g�.'�"rlssv°"�r.^."-'�°r' s:a�;.,:�.Tr•?K^�x '. &ir�t <br />