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<br />Check Sllcllns foo'hns 'A' <br />Max. Passive= 200-(2') <br />friCtion= 0.25(7.2k+1.9k) (No live load) <br />Passive= 0.5(2')(400)(6') <br />LV:: 2.4k + 2.28k <br />Add'l Needed= 14.4k -4.68k <br /> <br />Paslsn Shear kaH Reqqirecl <br /> <br />= <br /> <br />400 ~sf <br />2.28 ki~s <br />2.40 ki~s <br />4.68 ki~s Not EnoC4Sh Footins Will Slide <br />9.73 ki~s <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />ISir <br /> <br />/::::::::::::: <br />/:.::::::::::::::::: <br /> <br />I:::::::::::::::::::::: <br />I:::::::::::::: <br />.............. <br />400 ,,::::::::::::::::::::::::;:::: <br />~""""""""""....""'" <br />................ <br />(11; j'rjl:j'I'Jlmrj'I'; <br />I- .. .. , ,I <br />.;:::: ::J::::::::::::::::. <br />1 ' .. ' .. .. 'I <br /> <br />l@[~l~I~11 <br /> <br />I....,..........,.. 'I <br />'::::::::::::::::::::: :l:: :::::::::::::: <br />900lJU:iL.ili:::, 'luL] U'J <br /> <br /> <br />Tr~ De~th <br />Thickness <br />Rebar Grade <br /> <br />2.50 ft. <br />12 in. <br />Grade 60 <br /> <br />-4 Tie <br /> <br /> <br />PasSiVe @ Ke:F 400+900/2 (2.5')(6') <br />ca~acrtH= 2.28k +2.4k +9.75k <br /> <br />A1_ 400-(2.5') <br />A2_ (900--400-).5(2.5') <br /> <br />M1_ 1000-(2.5/2) <br />~- 625- x 2/3 (2.5') <br /> <br /> ~ 1.00 ~ <br />= 9.75 ki~s Deve/o~ed <br />= 14.43 ki~s > 14.4k = 01< <br />= 1.000 - <br />= 625 - <br />= 1.250 '- <br />= 1.042 '- <br /> 2,292 '- ~er/ft <br />= 0.22 in2/ ft <br />-4 = 2 ~er/ ft <br />-5 = 1 ~er/ ft <br />-6 = 1 ~er/ ft <br /> <br />PesiSh Reihforce"'8h t <br />As= 2292 x 12 in./24000 X .88 x 6 in. <br />Qt~ <br /> <br />Check friCtioh (for U~lift) <br />Allow Sr= 2488.32/(6x 3) = 138 ~sf Allowable <br />ActC4al Sf= [(6'+1'x2)(2.5'+2'-1)(139-)]/1000 = 6.77 ki~s <br />../ Use 12 ih. thick x 2.5 ft. d88~ x 6 ft.IOhS COhcrete Shear <br /> <br />ke:1, With (1) -5 bars ~er foot. <br /> <br />SHEET <br /> <br />~ <br /> <br />Project Name: City Of Zephyrhills <br /> <br />$$-02616 <br />