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<br />. <br /> <br />check SI'dlt.S foof1..S ~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 N66dsd= 14.4k -4.68k <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />Pes'S" Shear keH <br /> <br />Rsqq;rsd <br /> <br />TrH De~th <br />Thickness <br />Rebar Grade <br /> <br />2.50 ft. <br />12 in. <br />Grade 60 <br /> <br />./~:J <br /> <br />/::::::::::::: <br />h,:::::::::,:" <br />k{,:,:,:::::{,' <br />/:::::::::::::: <br />400 .::,:::::::::::::::,:,:,:,:::: <br />~,.".....,.,...,.,..."""'... <br />..............,. <br />................ <br />................. <br />-'-.-' <br />/. .........'...... <br />x'::<<< <br /> <br /> <br />rf:~f~II..I...'!I.....1 <br /> <br /> <br />/. .....,............ I <br />:"" ,:;::,;; ';: ,;, ,:::l, ':"""':""'. <br />gooli :ill:2UJ:l:luLj:L J <br /> <br />PaSSiVe @ k~ 400+900/2 (2.5')(6') <br />ca~acrtH= 2.28k +2.4k +9.75k <br /> <br />AI_ 400-(2.5') <br />A2_ (900--400-).5(2.5') <br /> <br />Ml_ 1000-(2.5/2) <br />""-- 625- x 2/3 (2.5') <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />PSS;S" Re;IIforcelllsll t <br />As= 2292 x 12 in.! 24000 X .88 X 6 in. <br />QtH <br /> <br />= <br /> <br />-4 = <br />-5 = <br />-6 = <br /> <br />400 ~rl <br />2.28 ki~s <br />2.40 ki~s <br />4.68 ki~s Not Enoqsh footins Will Slide <br />9.73 ki~s <br /> <br />-4 Tie <br /> <br /> <br />~ <br /> <br />2.51 <br /> <br />1 <br /> <br />1.00 r- <br /> <br />9.75 ki~s Develo~ed <br />14.43 ki~s > 14.4k = <br /> <br />1,000 - <br />625 - <br /> <br />01< <br /> <br />1,250 '- <br />1.042 '- <br />2,292 '- ~erl ft <br /> <br />0.22 in2/ft <br />2 ~erl ft <br />1 ~er/ft <br />1 ~erl ft <br /> <br />ChBGk fr;c1'1011 (for Uplift) <br />AlloW SF= 2488.32/(6x 3) = 138 ~rl Allowable <br />Actqal SF= [(6'+1'x2)(2.5'+2'-1)(139-)]/1000 = 6.77 ki~s <br />Use 12 ill. thick x 2.5 ft. dBBp x 6 ft./ons Concrete Shear <br /> <br />keH. With (1) -5 bars per foot. <br /> <br />SHEET <br /> <br />)1 <br /> <br />Project Name: City Of Zephyrhills <br /> <br />88-02616 <br />