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,. 1722100th St SW, Everett <br /> Glennbrook stock plans <br /> Structural Calculations <br /> KEVIEW <br /> TRUCTURAL <br /> Transfer Shear loads to Foundation: <br /> 1/2"Anchor Bolt Capacity: NDS Table 11E <br /> 1s:=1.5 Side member Thickness(in) <br /> Zv:=650 Bolt design value for 6"embedment depth (Ibs) <br /> ©:=1.6 Load duration factor <br /> Zv•CD=1040 Allowable load (Ibs) <br /> 5:=56 Bolt spacing (in) <br /> c:= <br /> Zv•CD• 12 C=223 Capacity based on bolt spacing (plf) <br /> S <br /> vla,uas=225 Max shear at back wall (plf) <br /> I'Ibmas=168 <br /> 0.6.0.5• if' "4F <br /> � `'°°f+ iz =77 typ shear at side walls <br /> /b <br /> Use 1/2" bolts @ 56"all around (OK for 223 plf) <br /> 5/8" anchor bolts @ 48"o.c. called out on standard plans. OK <br /> Embed 6"minimum into stem wall <br /> By:J.Conner,PE,SE <br /> Page 10 <br />