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9506 19TH AVE SE A T AND T ANTENNA 2025-04-21
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9506 19TH AVE SE A T AND T ANTENNA 2025-04-21
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Last modified
4/21/2025 8:35:00 AM
Creation date
4/9/2025 1:58:28 PM
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Address Document
Street Name
19TH AVE SE
Street Number
9506
Tenant Name
A T AND T ANTENNA
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2/7/23,4:23 PM Connection Calculator <br /> Design Method Allowable Stress Design(ASD) <br /> Connection Type Withdrawal loading <br /> Fastener Type Lag Screw "` <br /> Loading Scenario N/A 'f <br /> Main Member Type Douglas Fir-Larch se <br /> Main Member Thickness 11.5 in. <br /> Side Member Type Steel V <br /> Side Member Thickness 1/4 in. <br /> Washer Thickness 0 in. V <br /> Nominal Diameter 1/2 in. V <br /> Length 3 in. <br /> Load Duration Factor C_D= 1.6 <br /> Wet Service Factor C_M =0.7 `r <br /> End Grain Factor C_eg = 1.0 `f <br /> Temperature Factor C t= 1.0 w <br /> Adjusted ASD Capacity 715 lbs. <br /> • The Adjusted ASD Capacity only applies to withdrawal of the fastener from the <br /> main member.It does not address head pull-through capacity of the fastener in the <br /> side 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 /> 14 <br /> https://calc.awc.org/connection/ccstyte.asp?design method=ASD&connectiontype=Withdrawal+loading&fastenertypes=Lag+Screw&loading scenario=N%2FA... 1/1 <br />
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