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<br />I <br /> <br />I <br /> <br />I <br /> <br />fAOS 2 PROJBCT PETERSON DAM DATE: 01/07/93 TRIAL: 1 <br /> CASH: UNUSUAL <br />OITJl>I1T <br />CASH RESISTING IDRCBS DRIVINO R>RCBS <br />UNUSUAL LOAD XlocYI MOMI!NT LOAD XlocYI MOMENT <br />WI 15.5.62 31.151 6007.11 HI (WI) 0.00 11.13 0.00 <br />W2 1S6.79 59.PI 9101.l1 (W2) 0.00 21.25 0.00 <br />WI BASB 2U5 10.00 24"'0 (WI) 0.00 56.'0 0.00 <br />WI 27.42 19,36 '30.96 (W.) 0.00 0.00 0.00 <br />W5 0.00 69.2) 0.00 (W7) 0.00 0.00 0.00 <br />W. 1.10 '1.00 67.60 III 111.27 22.67 3270.09 <br />Wl 1.00 '9.00 111.00 H3 ILH .." 94..53 <br />HI 19..50 ..3.1 162..50 II. 10.00 68.00 680.00 <br />m Z:Z.69 8.33 189.06 VI (WI) 0.00 24.61 0.00 <br /> 36US 16779.86 (W2) 0.00 4.5.98 0,00 <br /> (WI) 0.00 UPS 0.00 <br /> (W.) 0.00 l2.00 0.00 <br /> W/UPLlFT W/O UPLIP (W7) 0.00 .5P.OO 0.00 <br /> UU5(KSP 4.24 46.3' 4301.49 <br />8MB LBNOnt, I'l!IlT 69.'2:1 llDS(KSP 1.:56 34.61 37S1.84 <br />IUDlNO RBSISTANCB, IC.IPI _ 140.48 .541.]4 U 200.86 <br />RESULTANT LOCATION (e) - 6.60 0.03 MOMBNT WITH UPLIFT 12089.9l K.FTIPT <br />L/6. PBBT .J.!l4 It ,.. <br />"VBRAGB PND. PRBSSUas,kSP 2..4'1 s.n MOMENT WIG UPLIFT 4044.61 K.PTlFf <br />MAXIMUM Q 101' .<Ll6. KSP - 3.110 .5.3) <br />MINIMUM a (or _<U6, KSP - 1.04 .5.3. ISI.WINO PORCH = 12U3 WID,S. SOIL <br />MAX. Q fore>L/6,KSfI J.98 SLIDING PORCH - 146.11 WIO D.S. SOIL <br /> I c~"' I Rl!Q'D J <br /> PS <br />II'OUNDATION <br />OVl!RTURN PAc:TOR OP IAPBTY - 1.39 J.'i LJ; 1.1 USUAL, UNUSUAL; BXTRBMB <br />SLlDlNO PAcroROPSAFIITY (1)- Z.16 4.0; 2.1; 1.3 USUAL, UNUSUAL; llXTRlIMB <br />SLlDINO f'ACfOROP!APBTI ('1)- 2.1] IPSSUD1NO ...t.S,I.'1,l.OPORC -Ol <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />