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1701 121ST ST SE 2025-02-03
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1701 121ST ST SE 2025-02-03
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Last modified
2/3/2025 11:03:55 AM
Creation date
1/23/2025 10:44:15 AM
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Address Document
Street Name
121ST ST SE
Street Number
1701
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7/9/24,1:34 PM Connection Calculator <br /> Design Method Allowable Stress Design (ASD) v <br /> Connection Type Withdrawal loading v <br /> Fastener Type Lag Screw v <br /> Loading Scenario N/A v <br /> F77Main Member Type Hem-Fir v <br /> Main Member Thicknessi 5.5 in. v <br /> Side Member Type Hem-Fir v <br /> Side Member Thickness 1.5 in. v <br /> Washer Thickness 0 in. v <br /> Nominal Diameter 3/8 in. v <br /> Length 7 in. v <br /> Load Duration Factor C D = 1.0 v <br /> Wet Service Factor-Factoi-11 C M = 0.7 v <br /> End Grain Factor C_eg = 1.0 v <br /> Temperature Factor I C_t = 1.0 v <br /> HANDRAIL BASE CONNECTION CAPACITY <br /> jj Adjusted ASD Capacity 11644lbs. <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 /> https://caic.awc.org/connection/ccstyle.asp?design_method=ASD&connection_type=Withdrawal+loading&fastener_types=Lag+Screw&loading_scenar... 1!1 <br /> I I I I <br />
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