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, <br />Computation of maximum uplift with anchor bolts onlv <br />Assumptions <br />. <br />. <br />. <br />I ��� <br />i Sv�l r/�iotp <br />SW <br />P�E 1, <br />p�itsi RHc Ba.t <br />.� P7 2x 6TM Pu1TE <br />i¢" � <br />NAF � <br />Concrete strength = 2000 psi <br />3/IG thick washcrs arc uscd <br />Spacing of first anchor bolt not to exceed 12" <br />Min platc n�atcrial shall 6c f'T Hem-Fir No 2 <br />The first bolt is resisting the majoriry of the load <br />Anchor bolt tension capacity per U13C Tablc 19-D <br />�/: Dia = 14IX) Ib <br />Capacity of platc <br />Hem-Fir No 2 <br />Fh = R50 psi (NDS 1997) <br />C, = l .5 <br />C„ = I 33 (Wind af scismic) <br />F, = 850( I.5)(1.33) =1 G96 psi <br />Max momcnt, h4�� = 7'x l2° (spacing to first bolt) <br />cuz,oMouwr+ Dale: Analysis Document: FOUNDATION REPAIR <br />&ENGINEERING, INC 6/17/2005 <br />,,,,�,�,., �„,,,,,,.�„�� Job Number: E6-427 <br />Page: I S <br />