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1722100th St SW, Everett <br /> Glennbrook stock plans <br /> Structural Calculations <br /> KEVIEW <br /> TRUCTURAL <br /> RING __ <br /> Transfer Shear loads to Foundation: <br /> 1/2"Anchor Bolt Capacity: NDS Table 11E <br /> is:=1.5 Side member Thickness(in) <br /> Zp:=650 Bolt design value for 6"embedment depth (Ibs) <br /> ©:=1.6 Load duration factor <br /> Zp•CD=1040 Allowable load (Ibs) <br /> S=56 Bolt spacing (in) <br /> C. Zp•CD•12 C—223 Capacity based on bolt spacing (plf) <br /> S <br /> vram =225 Max shear at back wall (plf) <br /> v,, =168 <br /> "rvp-_ 0.6.0.5•(W,,00f+W,,) _77 typ shear at side walls <br /> lb <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 />