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Pasco County(VS)(BU 826548) <br /> PROFESSIONALS TEP p: 48167.7359 <br /> Analysis: JLW 7/26/2013 <br /> Soil Interaction:LC2 Check: ESA 7/26/2013 <br /> Shear Diagram (k) Moment Diagram (k-ft) <br /> -100---" — 1 0 50 100 _2 0 200 400 600 -800 <br /> 2 <br /> 4 ; -4 _ <br /> 6 i -6 f <br /> -7 — — -7 t <br /> 0 i -9 <br /> 11 , -11 <br /> -12 -12 <br /> 13 €...___.. 13 <br /> — — — 14 ' -14 E _ <br /> ............. <br /> 15 I <br /> 16 -16 <br /> 17 , -17 <br /> - -18 <br /> 9 i -19 <br /> 21 i -21 __ <br /> 22 1 -22 <br /> - 23 ! -23 <br /> 24 ' 24 <br /> 25 `. -25 - <br /> 27 ; -27 <br /> 28 ` <br /> 29 -29 if <br /> - 30 -30 <br /> -31 ` <br /> -32 <br /> -32 <br /> 3 33 <br /> 4 , -34 <br /> 5 -35 »- <br /> -- _-3. — -37 — - — <br /> 39 -39 <br /> -40- - - -- -40 - <br /> 41 ' -41 <br /> 42 . -42 <br /> -43...__.........._..__........_...... ` <br /> -43 ` <br /> ---44 `. -44 J. <br /> 45 ` -45 <br /> Max Unfactored Moment: 670.9 kip-ft <br /> @ 16.56 ft below grade <br /> Additional Factor of Safety: 12.43 <br /> Capacity= 10.7% PASS <br />