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9815 HOLLY DR 2025-04-15
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9815 HOLLY DR 2025-04-15
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Last modified
4/15/2025 11:23:18 AM
Creation date
3/13/2025 2:03:00 PM
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Address Document
Street Name
HOLLY DR
Street Number
9815
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`12/9/21,11:04 AM Connection Calculator <br /> Design Method Allowable Stress Design (ASD) V <br /> Connection Type Lateral loading V <br /> Fastener Type Wood Screw <br /> Loading Scenario Single Shear V <br /> Main Member Type Douglas Fir-Larch <br /> Main Member Thickness 2.5 in. <br /> Main Member:Angle of 10 <br /> Load to Grain <br /> Side Member Type Douglas Fir-Larch V <br /> Side Member Thickness 1.5 in. V <br /> Side Member:Angle of 10 <br /> Load to Grain <br /> Wood Screw Number 8 (D=0.164 in.) V <br /> Length 3 in. v <br /> Load Duration Factor C D=1.25 V <br /> Wet Service Factor C M = 1.0 V <br /> End Grain Factor C_eg -= 1.0 V <br /> Temperature Factor c_t=1.0 v <br /> Connection Yield Modes <br /> Im 406 lbs. <br /> Is 5191bs. Z <br /> II 194 lbs 4./7 7*0 <br /> IIIm 151 lbs. <br /> IIl:s 1861bs. <br /> IV 115 lbs. <br /> Adjusted ASD Capacity 115 lbs. <br /> • Wood Screw bending yield strength of 90000 psi is assumed. <br /> • Dowel bearing strengths for wood screws with nominal diameter greater than 1/4 in. <br /> are calculated and rounded to the nearest 50 psi in accordance with NDS Table <br /> 11.3.2. <br /> • Length of tapered tip is assumed to be two times the nominal wood screw diameter <br /> for calculating dowel bearing length in the main member. <br /> While every effort has been made to insure the accuracy of the information presented,and <br /> special effort has been made to assure that the information reflects the state-of-the-art, <br /> neither the American Wood Council nor its members assume any responsibility for any <br /> particular design prepared from this on-line Connection Calculator.Those using this on-line <br /> Connection Calculator assume all liability from its use. <br /> The Connection Calculator was designed and created by Cameron Knudson,Michael <br /> Dodson and David Pollock at Washington State University.Support for development of the <br /> Connection Calculator was provided by American Wood Council. <br /> https://awc.org/caiculators/connectioncalc.160106/ccstyle.asp?design_method=ASD&connection_type=Lateral+loading&fastene r_types=Wood+Screw... 1/1 <br />
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