滑坡稳定性计算书

茉-蓍公参教送取程据钻探揭，帮B女嘲褐，料节土粘B比必衫哲岩也砂，仁n人j.趋积层与*层基岩七B，深2-7m篝，厚勿0.2_0.3m，^rw无°2、帮B会恭孑听直会恭反演坟drn^B女基&应畀而的^粘B层，gn野外取养时，听取帮4养女二全件蒙过孑^耗~，？］秒I±_ic岩B律卷会妆荷、及全卷卷W孑险直时，帮B乩C、(P直夹争坟但而j_，取稳泛京恭女1.03时仄演取直，复E浦汕章博型，送之H1坟孑12-2剖w。仄浦汕章剖而及『吝七汕章』'。c=丁橱％血*-峰£%-os%放=口冲(空性竺M)夹争反浦公亍弋.—L卞N■胃cos弓迭反浦，坟帮B在_而务任*C、0直七*表。■!程卷m迭卷：筠鉴昌道公亍夕寸H2坟听筏住，式然余仕FC直女6.7KPa，0女18.5，而务任*CM3.3-4.6KPa，0女12.3。律卷直:1-1弹日津筮卷装兑壮表靖样•孺号耻样深(m)式然辎和『摩擦•圣(P()F聚C(kPa)F摩瘠圣(P()F聚C(kPa)YJTY074.0-4.218.66.013.84.4YJTY087.5-7.718.07.013.04.0YJTY096.0-6.219.48.014.53.9YJTY106.2-6.418.07.014.03.6YJTY114.7-4.918.07.013.74.2YJTY124.9-5.116.89.012.03.4Jg}3盈r1旦19.49.014.54.4最小回16.86.012.03.46666立均直(P18.18.113.53.9标宦差(Jf0.780.940.800.34斐5'E(5)0.040.130.060.09阿北'3、发了s0.930.920.950.96标宦直(Pk18.198.05■945.74(4)综合取直：程据帮4的哼卷、剖而X浦及J.程卷W#7结臬，帮B而式然_1乩取直土＜依据律卷给臬，但而J.赤恭取直土＜天取处换丈均，K寸律卷直、X浦直彳匚！程卷直升取1c换丈均％法以而得出而_!)兄Frn^c、(P直。日示吝坟女'n蠕蒙斐习*阶菽，习成J寸津卷直取昏宙rn-Kt。三个取直乩换重眉钊电0.5、0.3、0.2°据秒得出而j_)兄*孑》帮B孑^恭直。

帮B会恭取直女式然直义19.0kN/ma，辎子口重女20.5kN/m3，式然务仕*C直女7.OKPa，cp女18.5；辎彳口务仕*c直女3.8KPa，cp*13.0。坟隔号JL；坟隔号JL；兄奏卷亨筮J•程*尹F演卜K值H1坟式夕R,、、、c(kPa)7.056.77.0(P()18.1918.518.5c(kPa)5.743.3-4.65.85.8少()12.912.313.013.0表1-2帮日k宜无壮表茉二蓍公参教仄演—、2-2声演坟荆金m章斗章顼I):2-2原始去仕:宾室2、农=1.030奇虑裁卞压彳口浮卢奇虑次压小巾浮卢奇虑坟吊仆巾静卡压巾佗驾坟吊芬食蚊：41,丑始点标甫0.000(m)原始去仕:宾室2、农=1.030奇虑裁卞压彳口浮卢奇虑次压小巾浮卢奇虑坟吊仆巾静卡压巾佗驾段号找影Dx(m)找影Dy(m)10.1440.351020.3861.579030.2790.673040.5410.977050.2320.793060.6010.846070.4750.781080.2660.496090.3530.8120100.5180.6580110.1100.2650120.1020.2040130.1970.4900140.2340.4640(s)9*.6h(s)66i.9ih^vbmwU&言(s)9g.孚H卜Q)sy7H把tB市王累《(s)ooo.oH>d(Naooo・oHxd戒米K(Naooo.oH啊会乳¥财(NasI.sIH啊戒米K(zs)ooo.0HfetB会乳¥财(zs)依g.gHfetB戒米K()000.sHze剧tBQdaos.gHM^tBKK086.0H游汽*苴卜<莉()8s.sn陌萼(Naos.yh树药砰项「()8s.s":普(Naos.yHu><f(s)*6.v^M*(Na689*H^^(NaCXIIco.g&M(s)s00三H卜Q)sg・IH把tB市王累《(s)ooo.oH>d(Naooo・oHxd戒米K(Naooo.oH啊会乳¥财(s)gs.nH啊戒米K(zsooo・0HfetB会乳¥财(zssz二Hfe岩土K()000.sHze剧tBQdaos.gHM^tBKK〔96.0H游汽*苴卜<莉()9{E.6gn陌萼(Naooo.oH树药砰项「()90z.sHZI富(s)os.7nu><f(s)sy•**粟(Na尊0・IH^tB(s)os.y&m(NagsT卜(；)筋寸二“vtB帝王累《(s)ooo.oH>d(Naooo・oHxd戒米K(Naooo.oH啊会乳¥财(NaI96.8H啊戒米K(zsooo・0HfetB会乳¥财(^)钏寸・0Hfe岩土K()000.sHze剧tBQdaos.gHM^tBKKsz.oH游汽*苴卜<莉()000.0"陌萼(Naooo.oH树药砰项「七米I法-轮游tB王嘏I687I00°°g三6・I990*-()ze剧土QdaM*Q)M说轼Q)xa说轼S(s)ooo.o怔也虹童％XI一游虾淤VB市-衅熬HK000.2os.g000U二)(>•王*IH(>•曾*地OHKH木汽44评*3】也皿舛木1离二SZ.0S111ocoocoocoocoocoocoocoocoooo6Qd1LO1LO1LO1LO1LO1LO1LO1LO1LOiLOiLOiLOLO6OJT—1OJpOJLO6COP6T—1COLOcoT—1oo9OJT—1l>-9l>-T—1OOOJpT—1T—1T—1COOJT—16T—1依coT—1LOT—1oNPLOOOT—1OJT—1co99寸gcoCOl>-6OJg99OJCOw6OJT—1l>"9OJs6T—1&ooT—1T—1l>"T—1NoOJ9T—16CO66甲T—1OJCO甲T—1OJcoLO9l>-86oT—1OJT—1(S)OS・I怔也虹童％X一游虾淤(s)ooo.g竺d000.0(3)000.08£000.00000.0HxdQ)000・II000.00000.00000.9Hxd(w)os.yI000.00000.0000070WI.00890.00so.006S.00M.00000.0。910.0ogs.0—0gs.oozoo.o0000.00800.00gs.o0000.0osg.o0061.00SI.O0ge.00SI.O0m・09187H弥斟妲06M.0so.oH弥斟妲0000.6og.Iso.owy.o0=.0MOso83.09套.0os.owo89寸.0邑.0wo栏.0S8.0so.o988.0m.owowoM・0。寸w88筋98*s斯ws尖97s离s打g618191巴木比荆金r=22.651(kN)木比r全=48.853()第4M-件业比传送抢=22.651(kN)抢全=48.853()荆金r传送'京奉=0.970木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=11.688(m2)浸*部公吊积=0.000(m2)木比总直=222.064(kN)浸*部公直=0.000(kN)木土」总咐七Px=木土」总咐七Px=0.OOO(kN)Pyt=0.OOO(kN)=2.962(m)=105.614(kN)压反R=165.125(kN)吊拒=38.122(kN)粘聚拒=11.256(kN)木土」总咐七Px=0.木土」总咐七Px=0.OOO(kN)Pyt=0.OOO(kN)=2.326(m)=134.533(kN)琮只R=198.573(kN)吊拒=45.844(kN)粘聚拒荆金r传送'京奉=0.969木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=12.618(m2)浸*部公吊积=0.000(m2)木比总直=239.737(kN)浸*部公直=0.OOO(kN)=8.838(kN)木比荆金=56.236(kN)木比1=42.866()第5比件J比传送抢=56.236(kN)抢全=42.866()木比荆金=79.851(kN)木比1=36.609()第6比件J比传送抢=79.851(kN)抢全=36.609()荆金r传送'京奉=0.963木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=4.654(m2)浸卞部公吊积=0.000(m2)木比总直=88.425(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡巾裁吊K=2.284(m)=8.679(kN)=103.037(kN)压反R=87.192(kN)吊拒=20.130(kN)=8.679(kN)木比荆金=74.228(kN)木比1=29.337()第7比件J比传送抢=74.228(kN)抢全=29.337()荆金r传送'京奉=0.982木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=9.438(m2)浸*部公吊积=0.000(m2)木比总直=179.322(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=80.OOO(kN)节狡子用吊K=2.959(m)=135.423(kN)=11.244(kN)压只R=239.084(kN)吊拒=55.197(kN)粘聚拒=11.244(kN)木比荆金=68.983(kN)木比全=25.482()第8比件业比传送抢=68.983(kN)抢全=25.482()荆金r传送'京奉=0.983木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=13.938(m2)浸*部公吊积=0.000(m2)木比总直=264.822(kN)浸*部公直=0.000(kN)木土」总咐七Px=木土」总咐七Px=0.OOO(kN)Pyt=0.OOO(kN)节汝孑7蔡亩V=3.156(m)=123.017(kN)琮只R=250.212(kN)吊拒=57.766(kN)粘聚拒=11.995(kN)木比荆金=53.256(kN)木比1=21.835()第9比件J比传送抢=53.256(kN)抢全=21.835()木土」总咐七Px=0.OOO(kN)Pyt=0.OOO(kN)节汝孑7蔡亩V=3.565(m)=129.318(kN)琮只R=314.746(kN)吊拒=72.665(kN)粘聚拒=13.545(kN)荆金r传送'京奉=木土」总咐七Px=0.OOO(kN)Pyt=0.OOO(kN)节汝孑7蔡亩V=3.565(m)=129.318(kN)琮只R=314.746(kN)吊拒=72.665(kN)粘聚拒=13.545(kN)木比荆金=43.108(kN)木比1=23.616()第10比件J比传送抢=43.108(kN)抢全=23.616()荆金r传送'京奉=0.999木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=21.699(m2)浸*部公吊积=0.000(m2)木比总直=412.273(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Pyt=0.OOO(kN)节汝孑7蔡亩V=4.462(m)=132.907(kN)压反R=378.780(kN)吊拒=87.448(kN)粘聚拧"*=16.955(kN)木比荆金=28.503(kN)木比r全=23.330()第11比件业比传送抢=28.503(kN)抢全=23.330()荆金r传送'京奉=0.999木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=20.092(m2)浸*部公吊积=0.000(m2)木比总直=381.748(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡巾裁吊K=3.232(m)=110.874(kN)压反R=351.259(kN)»拒木比荆金r=17.497(kN)木比全=23.098()第12比件业比传送抢=17.497(kN)抢全=23.098()荆金r传送'京奉=1.002木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=22.694(m2)浸*部公吊积=0.054(m2)木比总直=431.276(kN)浸*部公直=1.117(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡子用吊K=3.387(m)=112.252(kN)压反R=395.234(kN)吊拒=91.247(kN)粘聚拒=12.871(kN)木比荆金=8.134(kN)木比全=23.545()第13比件业比传送抢=8.134(kN)抢全=23.545()荆金r传送'京奉=1.006木比吊粘聚=5.800(kPa)吊摩擦全=12.891()木比总吊积=15.646(m2)浸卞部公吊积=3.045(m2)木比总直=301.838(kN)浸*部公直=62.428(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡子用吊%=4.494(m)=78.836(kN)压反R=272.857(kN)吊拒=62.446(kN)粘聚拒=17.077(kN)木比荆金=-0.687(kN)木比全=25.208()耸三蓍公Hl稳电性汕章-、1-1稳也性*卷斗章1、二况1稳*性/装冲章斗章顼P：1-M然原始去性：裁件直=19.000(kN/m3)裁件辎积直=20.500(kN/m3)实室飞、氐=1.172奇虑裁卞压彳口浮卢奇虑次压小巾浮卢奇虑坟吊仆巾静卡压巾佗驾坟吊芬食蚊：30,丑始点标甫0.000(m)段号找影Dx(m)找影Dy(m)10.7895.700020.8000.000030.1170.800041.1700.000053.5820.000060.2420.442070.1200.113080.1440.146090.3590.0790100.1800.0000110.3980.0860120.4940.1070130.3760.0970141.0430.0970150.8280.1500160.5910.2470170.3220.0970180.5910.2580190.8710.3540201.4560.4950211.2490.5330221.1360.1610230.8450.4480240.7680.3880250.7680.4910261.0440.5600270.5950.3190280.8710.4140291.8561.0890302.4741.3220寂号找影Dx(m)找影Dy(m)110.5611.55127.3431.02132.8580.603412.2583.852寻函芬寂奉：14,耙始点标甫0.000(m)寂号找影Dx(m)找影Dy(m)粘聚(kPa)摩擦全()14.9251.0237.00018.50022.9880.7377.00018.50032.6970.8717.00018.50042.4640.8567.00018.50052.2240.9287.00018.50061.3520.7507.00018.50071.7011.1417.00018.50083.0942.4017.00018.50091.2031.1457.00018.500100.7710.8987.00018.500110.9781.2967.00018.500120.8421.1747.00018.500130.6161.0687.00018.500140.2250.7047.00018.500章P标：按布斗章抢第1比件业比传送抢=：0.OOO(kN)抢全=0.000()荆金r传送'京坂=0.623木M-w粘聚=7.OOO(kPa)吊摩擦全=18.500(:木土」总w积=0.066(m2)浸卡部公吊积=0.000(m2)木比总直=1.254(kN)浸*部公直=O.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)-f狡巾裁吊K=0.736(m)r=1.266(kN)压只R=0.382(kN)吊拒=0.128(kN)粘聚拧木比荆金=-4.012(kN)木比1=72.276()第2比件业比传送抢=：0.OOO(kN)抢全=72.276()荆金r传送'京坂=0.906木M-w粘聚=7.OOO(kPa)吊摩擦全=18.500(:木土」总w积=0.588(m2)浸卞部公吊积=0.000(m2)木比总直=11.174(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)=1.233(m)r=10.260(kN)压反R=5.583(kN)吊拒=1.868(kN)粘聚猝卡吊芬寂奉：4,耙始点标甫0.000(m)))=5.151(kN)=8.630(kN)木比荆金r=-0.238(kN)木比全=60.025()第3M-件业比传送抢=0.OOO(kN)抢全=60.025()荆金r传送'京奉=0.962木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=1.420(m2)浸*部公吊积=0.000(m2)木比总直=26.975(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡子用吊K=1.445(m)=10.113(kN)=23.236(kN)

琮只R=15.722(kN)吊拒=5.260(kN)粘聚拒=10.113(kN)木比荆金=7.862(kN)木比全=54.352()第4M-件业比传送抢=7.862(kN)抢全=54.352()荆金r传送'京奉=0.992木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=2.380(m2)浸*部公吊积=0.000(m2)木比总直=45.228(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=木土」总咐七Px=0.OOO(kN)Pyt=0.OOO(kN)节汝孑7蔡亩V=1.624(m)=46.128(kN)压反R=27.435(kN)吊拒=9.180(kN)粘聚拒=11.365(kN)木比荆金=25.584(kN)木比1=52.961()第5比件J比传送抢=25.584(kN)抢全=52.961()荆金传送'京奉=0.977木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=2.340(m2)浸*部公吊积=0.000(m2)木比总直=44.455(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡子用吊K=1.184(m)=8.285(kN)=61.285(kN)琮只R=30.569(kN)吊拒=10.228(kN)粘聚拒=8.285(kN)木比荆金=42.772(kN)木比1=49.351()第6比件J比传送抢=42.772(kN)抢全=49.351()荆金r传送'京奉=0.961木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=4.188(m2)浸*部公吊积=0.000(m2)木比总直=79.573(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=1.661(m)r=100.707(kN)压反R=61.936(kN)吊拒木比荆金=68.358(kN)木比全=43.585()第7比件业比传送抢=68.358(kN)抢全=43.585()荆金r传送'京奉=0.961木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=12.747(m2)浸卞部公吊积=0.000(m2)木比总直=242.196(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=3.916(m)=225.405(kN)=27.414(kN)压反R=198.217(kN)吊拒=66.323(kN)粘聚拒=27.414(kN)木比荆金=131.668(kN)木比全=37.812()第8比件业比传送抢=131.668(kN)抢全=37.812()荆金传送'京奉=0.975木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=7.772(m2)浸卞部公吊积=0.000(m2)木比总直=147.665(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡子用吊K=2.048(m)=14.338(kN)=218.548(kN)压反R=131.723(kN)吊拒=44.074(kN)粘聚拒=14.338(kN)木比荆金=160.137(kN)木比r全=33.853()第9比件业比传送抢=160.137(kN)抢全=33.853()荆金r传送'京奉=0.968木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=6.798(m2)浸卞部公吊积=0.000(m2)木比总直=129.153(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=1.546(m)=10.823(kN)=225.978(kN)压反R=126.435(kN)吊拒=42.305(kN)粘聚拒=10.823(kN)木比荆金r=172.850(kN)木比r1=29.019()第10比件J比传送抢=172.850(kN)抢全=29.019()荆金传送'京奉=0.957木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=11.638(m2)浸*部公吊积=0.000(m2)木比总直=221.113(kN)浸*部公直=0.OOO(kN)木比总咐£Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=2.410(m)=262.040(kN)HR=223.237(kN)吊拒木比荆金木比111比件J比传送抢170.477(kN)=22.649()=74.694(kN)粘聚拒170.477(kN)抢全=0.978=7.OOO(kPa)吊摩擦全12.905(m2)荆金r传送'京奉木比吊粘聚木比总W积木比总直木比总*寸七r=255.451(kN)HR=241.997(kN)吊拒245.192(kN)Px=0.OOO(kN)Py=2.608(m)木比荆金木比112比件J比传送抢=16.869(kN)=22.649()18.500()浸卞部公吊积=0.000(m2)浸*部公直=0.OOO(kN)0.OOO(kN)=80.971(kN)粘聚拒=18.259(kN)156.221(kN)=19.157()156.221(kN)抢全=0.992=7.OOO(kPa)吊摩擦全14.590(m2)荆金r传送'京奉木比吊粘聚木比总W积木比总直木比总*寸七r=246.488(kN)HR=267.229(kN)吊拒277.211(kN)Px=0.OOO(kN)Py=2.834(m)木比荆金木比113比件J比传送抢=19.157()18.500()浸卞部公吊积=0.000(m2)浸*部公直=0.OOO(kN)0.OOO(kN)=89.414(kN)粘聚拒=19.839(kN)137.236(kN)=17.898()137.236(kN)抢全=0.974=7.OOO(kPa)吊摩擦全16.212(m2)荆金r传送'京奉木比吊粘聚木比总W积木比总直木比总*寸七r=215.086(kN)HR=308.742(kN)吊拒308.031(kN)Px=0.OOO(kN)Py=3.078(m)木比荆金木比114比件J比传送抢=17.898()18.500()浸卞部公吊积=0.000(m2)浸*部公直=0.OOO(kN)0.OOO(kN)=103.304(kN)粘聚拒=21.543(kN)90.240(kN)=13.856()90.240(kN)抢全=0.9877.OOO(kPa)吊摩擦全=13.856()=18.500()木比总吊积=25.927(m2)浸卡部公吊积=0.000(m2)木比总直=492.608(kN)浸卡部公直=0.000(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)彳技巾裁吊K=5.030(m)=196.373(kN)=35.211(kN)床反R=485.653(kN)吊拒=162.497(kN)粘聚拒=-1.335(kN)=11.734()=35.211(kN)2、二况2稳*性/装冲章坟荆金冲其斗章顼I):雅江i-i而原始去仕：实室飞、氐=1.042奇虑裁卡压彳口浮卢原始去仕：实室飞、氐=1.042奇虑裁卡压彳口浮卢奇虑坟吊仆巾静，K压巾佗驾坟吊芬食蚊：30,丑始点标甫0.000(m)段号找影Dx(m)找影Dy(m)10.7895.700020.8000.000030.1170.800041.1700.000053.5820.000060.2420.442070.1200.113080.1440.146090.3590.0790100.1800.0000110.3980.0860120.4940.1070130.3760.0970141.0430.0970150.8280.1500160.5910.2470170.3220.0970180.5910.2580190.8710.3540201.4560.4950211.2490.5330221.1360.1610230.8450.4480240.7680.3880250.7680.4910261.0440.5600270.5950.3190280.8710.4140291.8561.0890302.4741.3220卞吊芬寂奉：4,耙始点标甫l.OOO(m)寂号找影Dx(m)找影Dy(m)110.5611.55127.3431.02132.8580.603412.2583.852W芬寂奉：14,耙始点标甫0.000(m)寂号找影Dx(m)找影Dy(m)粘聚(kPa)摩擦全()14.9251.0235.80013.00022.9880.7375.80013.00032.6970.8715.80013.00042.4640.8565.80013.00052.2240.9285.80013.00061.3520.7505.80013.00071.7011.1415.80013.00083.0942.4015.80013.00091.2031.1455.80013.000100.7710.8985.80013.000110.9781.2965.80013.000120.8421.1745.80013.000130.6161.0685.80013.000140.2250.7045.80013.000标：按布斗章抢耸1件=0.OOO(kN)抢全=0.000()荆金r传送'京奉=0.524木土」亩粘聚=5.800(kPa)吊摩擦全=13.000(木土」总W积=0.066(m2)浸卞部公吊积=0.000(m2)木头总重=1.254(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)=0.736(m)=0.824(kN)压反R=0.382(kN)w拒=0.088(kN)粘聚拒=2.796(kN)木比荆金木比12比件J比传送抢-2.060(kN)=72.276()0.OOO(kN)抢全=0.928=5.800(kPa)吊摩擦全0.588(m2)=72.276()荆金r传送'京奉木M-w粘聚木比总w积木比总直木比总*寸七=6.679(kN)压反R=5.583(kN)»拒11.174(kN)Px=0.OOO(kN)Py=1.233(m)13.000()

浸卞部公吊积=0.000(m2)

浸*部公直=0.OOO(kN)0.OOO(kN)木比荆金木比13比件J比传送抢0.705(kN)=60.025()=1.289(kN)粘聚拒0.705(kN)抢全=0.972=5.800(kPa)吊摩擦全1.420(m2)荆金r传送'京奉木M-w粘聚木比总w积木比总直木比总*寸七=15.826(kN)压反R=15.791(kN)吊拒26.975(kN)Px=0.OOO(kN)Py=1.445(m)木比荆金木比14比件J比传送抢=4.685(kN)=60.025()13.000()

浸卞部公吊积=0.000(m2)

浸*部公直=0.OOO(kN)0.OOO(kN)=3.646(kN)粘聚拒=5.490(kN)6.691(kN)=54.352()6.691(kN)抢全=0.994=5.800(kPa)吊摩擦全2.380(m2)荆金r传送'京奉木M-w粘聚木比总w积木比总直木比总*寸七=31.599(kN)压反R=27.406(kN)»拒45.228(kN)Px=0.OOO(kN)Py=1.624(m)木比荆金木比15比件J比传送抢荆金r传送'京奉木M-w粘聚木比总w积=54.352()13.000()

浸卞部公吊积=0.000(m2)

浸*部公直=0.OOO(kN)0.OOO(kN)=6.327(kN)粘聚拒=6.170(kN)19.102(kN)=52.961()=52.961()19.102(kN)抢全=0.9835.800(kPa)吊摩擦全=13.000()2.340(m2)浸卞部公吊积=0.000(m2)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)=1.184(m)=42.338(kN)琮只R=30.161(kN)»拒=6.963(kN)粘聚拒木比荆金=30.877(kN)木比1=49.351()iM-件业比传送抢=30.877(kN)抢1=49.351()荆金r传送'京奉=0.972木土」亩粘聚=5.800(kPa)»摩擦全=13.000()木土」总W积=4.188(m2)浸卞部公吊积=0.000(m2)木比总直=79.573(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)=1.661(m)r=68.574(kN)琮只R=60.741(kN)»拒=14.023(kN)粘聚拒木比荆金=48.240(kN)木比1=43.585()'比件业比传送抢=48.240(kN)抢全=43.585()荆金r传送'京奉=0.972木土」亩粘聚=5.800(kPa)»摩擦全=13.000()木土」总W积=12.747(m2)浸卞部公吊积=0.000(m2)木比总直=242.196(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)i狡巾裁wK=3.916(m)=150.449(kN)压反R='196.193(kN)吊拒=45.295(kN)粘聚拒木比荆金=90.272(kN)木比1=37.812()业比传送抢=90.272(kN)抢全=37.812()荆金r传送'京奉=0.982木土」亩粘聚=5.800(kPa)»摩擦全=13.000()木土」总W积=7.772(m2)浸*部公吊积=0.000(m2)木比总直=147.665(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)i狡巾裁wK=2.048(m)=146.816(kN)琮只R=128.864(kN)吊拒=29.751(kN)粘聚拒木比总直678=44.455(kN)浸*部公直=0.000(kN)=4.498(kN)=6.311(kN)=14.882(kN)=7.783(kN)木比荆金木比19比件J比传送抢109.282(kN)=33.853()=109.282(kN)抢全=0.977=33.853()木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=6.798(m2)浸卞部公吊积=0.000(m2)木比总直=129.153(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=1.546(m)=152.122(kN)=5.875(kN)压反R=122.149(kN)吊拒=28.200(kN)粘聚拒木比荆金=118.047(kN)木比全=29.019()第10比件业比传送抢=118.047(kN)抢全=29.019(=5.875(kN)荆金r传送'京奉=0.968木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=11.638(m2)浸*部公吊积=0.000(m2)木比总直=221.113(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=2.410(m)=176.070(kN)=9.157(kN)压反R=217.157(kN)吊拒=50.135(kN)粘聚拒木比荆金=116.778(kN)木比全=22.649()第11比件业比传送抢=116.778(kN)抢全=22.=9.157(kN)荆金r传送'京奉=0.984木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=12.905(m2)浸卞部公吊积=0.000(m2)木比总直=245.192(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=2.608(m)=172.081(kN)=9.912(kN)压反R=238.726(kN)吊拒=55.114(kN)粘聚拒木比荆金=107.054(kN)木比全=19.157()第12比件业比传送抢=107.054(kN)抢全=19.=9.912(kN)荆金传送'京奉=0.995木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=14.590(m2)浸卞部公吊积=0.459(m2)木比总直=277.900(kN)浸*部公直=9.412(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡巾裁吊K=2.834(m)=10.770(kN)=165.958(kN)压反R=266.804(kN)吊拒=61.597(kN)粘聚拒木比荆金=93.591(kN)木比全=17.898()=10.770(kN)第13比件业比角送抢=93.591(kN)抢全=17.898()荆矣r角送蚊=0.981木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=16.212(m2)浸卡部公吊积=1.647(m2)木比总直=310.501(kN)浸卡部公直=33.763(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)彳技巾裁吊K=3.078(m)=144.665(kN)=11.695(kN)床反R=308.064(kN)吊拒=71.122(kN)粘聚拒木比荆矣=61.849(kN)木比r全=13.856()=11.695(kN)笫14M-件业比角送抢=61.849(kN)抢全=13.856()荆矣r角送蚊=0.991木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=25.927(m2)浸卡部公吊积=4.116(m2)木比总直=498.782(kN)浸卡部公直=84.385(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)彳技巾裁吊K=5.030(m)=131.799(kN)=19.114(kN)床反R=490.647(kN)吊拒=113.275(kN)粘聚拒=-0.590(kN)=11.734()3、稳也性*卷以盖坟荆金m章斗章顼口：1-1挤鼠原始去仕:=19.114(kN)原始去仕:裁件直=19.000(kN/m3)裁件辎积直=20.500(kN/m3)矣室X、氐=1.094-%虑裁卡压彳口浮卢奇虑挤重，诉震片8挤重斗其综合=0.250挤重斗章直噗，|±,%蚊=1.000坟吊芬段奉：30,耙始点标甫0.000(m)寂号找影Dx(m)找影Dy(m)10.7895.700020.8000.000030.1170.800041.1700.000053.5820.000060.2420.442070.1200.113080.1440.146090.3590.0790100.1800.0000110.3980.0860120.4940.1070130.3760.0970141.0430.0970150.8280.1500160.5910.2470170.3220.0970180.5910.2580190.8710.3540201.4560.4950211.2490.5330221.1360.1610230.8450.4480240.7680.3880250.7680.4910261.0440.5600270.5950.3190280.8710.4140291.8561.0890302.4741.3220卡吊芬寂奉：4,耙始点标甫0.000(m)寂号1234找影Dx(m)找影Dy(m)10.5617.3432.85812.2581.5511.0210.6033.852S芬寂奉：14,耙始点标甫0.000(m)寂号找影Dx(m)找影Dy(m)粘聚(kPa)摩擦全()14.9251.0237.00018.50022.9880.7377.00018.50032.6970.8717.00018.50042.4640.8567.00018.50052.2240.9287.00018.50061.3520.7507.00018.50071.7011.1417.00018.50083.0942.4017.00018.50091.2031.1457.00018.500100.7710.8987.00018.500110.9781.2967.00018.500120.8421.1747.00018.500130.6161.0687.00018.500140.2250.7047.00018.500；P标：按布3尊抢第1M-件业比传送抢=0.OOO(kN)抢全=0.000()荆金r传送'京奉=0.623木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=0.066(m2)浸*部公吊积=0.000(m2)木比总直=1.254(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=0.063(kN)节方上子用吊K=0.736(m)=5.151(kN)=1.176(kN)压反R=0.382(kN)吊拒=0.128(kN)粘聚拒=5.151(kN)木比荆金=-4.103(kN)木比全=72.276()第2比件业比传送抢=0.OOO(kN)抢全=72.276()荆金r传送'京奉=0.906木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=0.588(m2)浸卞部公吊积=0.000(m2)木比总直=11.174(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=0.559(kN)节狡巾裁吊K=1.233(m)=9.573(kN)=8.630(kN)HR=5.583(kN)吊拒=1.868(kN)=8.630(kN)木比荆金=-0.926(kN)木比全=60.025()第3M-件业比传送抢=0.OOO(kN)抢全=60.025()荆金r传送'京奉=0.962木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=1.420(m2)浸*部公吊积=0.000(m2)木比总直=26.975(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=1.349(kN)节狡子用吊K=1.445(m)=21.757(kN)压反R=15.722(kN)吊拒=5.260(kN)粘聚拒木比荆金r=6.383(kN)木比全=54.352()第4M-件业比传送抢=6.383(kN)抢全=54.352()荆金r传送'京奉=0.992木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=2.380(m2)浸*部公吊积=0.000(m2)木比总直=45.228(kN)浸*部公直=0.OOO(kN)木比总咐七Px=木比总咐七Px=0.OOO(kN)Py木比挤宸=2.261(kN)t=0.OOO(kN)节方上子用吊K=1.624(m)=42.251(kN)压反R=27.399(kN)»拒=9.168(kN)粘聚拒=11.365(kN)木比荆金=21.719(kN)木比1=52.961()第5比件J比传送抢=21.719(kN)抢全=52.961()荆金传送'京奉=0.977木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=2.340(m2)浸*部公吊积=0.000(m2)木比总直=44.455(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=2.223(kN)j狡子用吊%=1.184(m)=55.290(kN)=8.285(kN)压反R=30.326(kN)吊拒=10.147(kN)粘聚拒=8.285(kN)木比荆金=36.858(kN)木比1=49.351()第6比件J比传送抢=36.858(kN)抢全=49.351()荆金r传送'京奉=0.961木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=4.188(m2)浸*部公吊积=0.000(m2)木比总直=79.573(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=3.979(kN)节方上子用吊K=1.661(m)=91.686(kN)=11.626(kN)压反R=61.342(kN)吊拒=20.525(kN)粘聚拒=11.626(kN)木比荆金木比1第木比荆金木比1第7比件J比传送抢=43.585()=43.585()=43.585()荆金r传送'京奉=0.961木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=12.747(m2)浸卞部公吊积=0.000(m2)木比总直=242.196(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=12.110(kN)节方上子用吊K=3.916(m)=209.389(kN)=27.414(kN)HR=197.330(kN)吊拒=66.026(kN)粘聚拒=27.414(kN)木比荆金=115.949(kN)木比全=37.812()第8比件业比传送抢=115.949(kN)抢全=37.812()荆金传送'京奉=0.975木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=7.772(m2)浸卞部公吊积=0.000(m2)木比总直=147.665(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=7.383(kN)节狡子用吊K=2.048(m)=199.488(kN)=14.338(kN)HR=130.637(kN)吊拒=43.711(kN)粘聚拒=14.338(kN)木比荆金r=141.440(kN)木比r全=33.853()第9比件业比传送抢=141.440(kN)抢全=33.853()荆金r传送'京奉=0.968木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=6.798(m2)浸卞部公吊积=0.000(m2)木比总直=129.153(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=6.458(kN)节方上子用吊K=1.546(m)=205.554(kN)=10.823(kN)HR=124.860(kN)吊拒=41.777(kN)粘聚拒=10.823(kN)木比荆金=152.954(kN)木比全=29.019()第10比件业比传送抢=152.954(kN)抢全=29.019()荆金传送'京奉=0.957木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=11.638(m2)浸*部公吊积=0.000(m2)木比总直=221.113(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=11.056(kN)节方上子用吊K=2.410(m)=241.960(kN)=16.869(kN)HR=221.030(kN)吊拒=73.955(kN)粘聚拒=16.869(kN)木比荆金=151.135(kN)=22.649()木比1第11比件业比传送抢=151.135(kN)抢全==22.649()荆金传送'京奉=0.978木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=12.905(m2)浸卞部公吊积=0.000(m2)木比总直=245.192(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=12.260(kN)节方上子用吊K=2.608(m)=18.259(kN)=237.551(kN)压反R=240.819(kN)吊拒=80.577(kN)粘聚拒=18.259(kN)木比荆金=138.715(kN)木比全=19.157()第12比件业比传送抢=138.715(kN)抢全=19.157()荆金r传送'京奉=0.992木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=14.590(m2)浸卞部公吊积=0.000(m2)木比总直=277.211(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤宸=13.861(kN)节狡巾裁吊K=2.834(m)=19.839(kN)=231.296(kN)压反R=266.845(kN)吊拒=89.285(kN)粘聚拒=19.839(kN)木比荆金=122.172(kN)木比全=17.898()第13比件业比传送抢=122.172(kN)抢全=17.898()荆金r传送'京奉=0.974木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=16.212(m2)浸*部公吊积=0.000(m2)木比总直=308.031(kN)浸*部公直=0.OOO(kN)木比总咐七Px=木比总咐七Px=0.OOO(kN)Py木比挤宸=15.402(kN)t=0.OOO(kN)节狡子用吊K=3.078(m)=205.240(kN)压反R=307.680(kN)»拒=102.948(kN)粘聚拒=21.543(kN)木比荆金=80.749(kN)木比r全=13.856()第14M-件

业比传送抢=80.749(kN)抢全=13.856()荆金传送'京奉=0.987木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=25.927(m2)浸卞部公吊积=0.000(m2)木比总直=492.608(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)木比挤重=24.630(kN)彳技巾裁吊K=5.030(m)=197.395(kN)=162.380(kN)粘聚拒=35.211(kN)床反R=485.301(kN)吊拒木比荆矣=-0.196(kN)木比全=11.734()二、2-2稳切装汁章1、□•声1稳史性*卷以章坟荆金m章斗章顼I):雅江2-2凡然原始去仕:戋室'*、昵=1.158-%虑裁卡压彳口浮卢奇虑次压小巾浮卢奇虑坟吊仆巾静卡压巾佗驾=162.380(kN)粘聚拒=35.211(kN)原始去仕:戋室'*、昵=1.158-%虑裁卡压彳口浮卢奇虑次压小巾浮卢奇虑坟吊仆巾静卡压巾佗驾坟吊芬食蚊：41,丑始点标甫0.000(m)段号找影Dx(m)找影Dy(m)10.1440.351020.3861.579030.2790.673040.5410.977050.2320.793060.6010.846070.4750.781080.2660.496090.3530.8120100.5180.6580110.1100.2650120.1020.2040130.1970.4900140.2340.4640150.1970.1470160.3020.1010170.2300.0550180.7630.1850190.3860.1900200.0020.5600210.3030.0000220.7720.0250230.2480.0080242.3130.0000250.1200.0070260.4680.0250270.493-0.0250280.8300.0160290.4860.0000300.9380.0720310.7570.0590320.3410.0500330.1700.0680340.4420.1420350.0012.0000361.2000.0000379.0000.00011=4.500(m)Px=0.000Py=80.000(kN)380.0016.0000394.1280.0000400.7790.00011=1.000(m)Px=0.000Py=20.OOO(kN)412.3160.0000卞吊芬寂奉：3,耙始点标甫-1.,000(m)寂号找影Dx(m)找影Dy(m)119.9592.905210.1732.421316.5683.195裁吊芬寂奉：13,耙始点标甫0.000(m)寂号找影Dx(m)找影Dy(m)粘聚(kPa)摩擦全()14.0661.9147.00018.50023.1051.3537.00018.50032.9731.2687.00018.50044.0971.7677.00018.50053.2661.4287.00018.50062.9301.1747.00018.50072.6711.2737.00018.50081.9911.1197.00018.50091.8671.3877.00018.500102.1712.0157.00018.500111.6201.8547.00018.500120.9391.2517.00018.500130.7251.2417.00018.500业比传送抢=0.OOO(kN)抢全=0.000()荆金r传送'京奉=0.793木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=0.472(m2)浸卞部公吊积=0.000(m2)木比总直=8.961(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡子用吊K=1.437(m)=10.061(kN)=6.499(kN)压反R=4.520(kN)吊拒=1.512(kN)粘聚拒=10.061(kN)木比荆金=-5.074(kN)木比全=59.706()第2比件业比传送抢=0.OOO(kN)抢全=59.706()荆金传送'京奉=0.955木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=1.781(m2)浸卞部公吊积=0.000(m2)木比总直=33.835(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=1.564(m)=10.949(kN)=22.731(kN)HR=20.312(kN)吊拒=6.796(kN)粘聚拒=10.949(kN)木比荆金=4.985(kN)木比r全=53.108()第3M-件业比传送抢=4.985(kN)抢全=53.108()荆金r传送'京奉=0.972木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=5.587(m2)浸卞部公吊积=0.000(m2)木比总直=106.160(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=2.462(m)=17.234(kN)=72.123(kN)HR=70.222(kN)吊拒=23.496(kN)粘聚拒=17.234(kN)木比荆金r=31.392(kN)木比r全=48.853()第4M-件业比传送抢=31.392(kN)抢全=48.853()荆金r传送'京奉=0.960木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=11.688(m2)浸*部公吊积=0.000(m2)木比总直=222.064(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=2.962(m)=158.117(kN)压反R=166.036(kN)»拒=20.734(kN)木比荆金r=81.828(kN)木比r1=42.866()业比传送抢=81.828(kN)抢全=42.866()荆金r传送'京奉=0.958木M-w粘聚=7.OOO(kPa)吊摩擦全=18.500()木土」总w积=12.618(m2)浸卞部公吊积=0.000(m2)木比总直=239.737(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)=2.326(m)r=201.432(kN)压反R=201.362(kN)»拒=67.375(kN)粘聚拒木比荆金=117.777(kN)木比1=36.609()业比传送抢=117.777(kN)抢全=36.609()荆金r传送'京奉=0.950木M-w粘聚=7.OOO(kPa)吊摩擦全=18.500()木土」总w积=4.654(m2)浸卞部公吊积=0.000(m2)木比总直=88.425(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=0.OOO(kN)=2.284(m)r=153.222(kN)压反R=91.992(kN)吊拒=30.780(kN)粘聚拒木比荆金=106.454(kN)木比1=29.337()业比传送抢=106.454(kN)抢全=29.337()荆金r传送'京奉=0.975木M-w粘聚=7.OOO(kPa)吊摩擦全=18.500()木土」总w积=9.438(m2)浸卞部公吊积=0.000(m2)木比总直=179.322(kN)浸*部公直=0.OOO(kN)木土」总咐七Px=0.OOO(kN)Py=80.OOO(kN)=2.959(m)r=199.932(kN)压反R=241.251(kN)»拒=80.721(kN)粘聚拒木比荆金=98.498(kN)木比1=25.482()土」件业比传送抢=98.498(kN)抢1=25.482()荆金r传送'京奉=0.977木M-w粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总W积5678=55.555(kN)粘聚拒=13.938(m2)浸卞部公吊积=0.000(m2)=16.281(kN)=15.987(kN)木比总直=264.822(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=3.156(m)=181.037(kN)=22.095(kN)压反R=252.089(kN)吊拒=84.348(kN)粘聚拒=22.095(kN)木比荆金=74.593(kN)木比全=21.835()第9比件业比传送抢=74.593(kN)抢全=21.835()荆金r传送'京奉=1.010木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=18.175(m2)浸卞部公吊积=0.000(m2)木比总直=345.323(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡子用吊K=3.565(m)=190.764(kN)=24.952(kN)HR=314.083(kN)吊拒=105.091(kN)粘聚拒=24.952(kN)木比荆金r=60.721(kN)木比全=23.616()第10比件业比传送抢=60.721(kN)抢全=23.616()荆金r传送'京奉=0.998木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=21.699(m2)浸*部公吊积=0.000(m2)木比总直=412.273(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=4.462(m)=197.869(kN)=31.233(kN)HR=378.868(kN)吊拒=126.768(kN)粘聚拒=31.233(kN)木比荆金=39.869(kN)木比r全=23.330()第11比件业比传送抢=39.869(kN)抢全=23.330()荆金r传送'京奉=0.999木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=20.092(m2)浸*部公吊积=0.000(m2)木比总直=381.748(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节狡巾裁吊K=3.232(m)=165.670(kN)=22.625(kN)HR=351.305(kN)吊拒=117.545(kN)粘聚拒=22.625(kN)木比荆金r=25.501(kN)木比全=23.098()第12比件业比传送抢=25.501(kN)抢全=23.098()荆金r传送'京奉=1.003木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=22.694(m2)浸卡部公吊积=0.000(m2)木比总直=431.195(kN)浸卡部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)彳技巾裁吊K=3.387(m)=170.190(kN)=23.709(kN)床反R=395.097(kN)吊拒=132.198(kN)粘聚拒木比荆矣=14.283(kN)木比全=23.545()笫13比件

业比角送抢=14.283(kN)抢全=23.=23.709(kN)荆矣r角送蚊=1.009木比吊粘聚=7.OOO(kPa)吊摩擦全=18.500()木比总吊积=15.646(m2)浸卡部公吊积=0.000(m2)木比总直=297.270(kN)浸卡部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)j方上巾裁吊%=4.494(m)=120.628(kN)=31.458(kN)床反R=268.546(kN)吊拒=89.854(kN)粘聚拒=-0.684(kN)=25.208()2、二况2稳*性*装冲尊斗章顼I):2-2原始去仕：=31.458(kN)原始去仕：裁件直=19.000(kN/m3)裁件辎积直=20.500(kN/m3)矣室'3、、敞=1.036奇虑裁卡压彳口浮卢奇虑坟吊仆巾静，K压巾佗驾奇虑挤鼠坟吊芬食蚊：41,丑始点标甫0.000(m)真号找影Dx(m)找影Dy(m)咐七本10.1440.351020.3861.579030.2790.673040.5410.977050.2320.793060.6010.846070.4750.781080.2660.496090.3530.8120100.5180.6580110.1100.2650120.1020.2040130.1970.4900140.2340.4640150.1970.1470160.3020.1010170.2300.0550180.7630.1850190.3860.1900200.0020.5600210.3030.0000220.7720.0250230.2480.0080242.3130.0000250.1200.0070260.4680.0250270.493-0.0250280.8300.0160290.4860.0000300.9380.0720310.7570.0590320.3410.0500330.1700.0680340.4420.1420350.0012.0000361.2000.0000379.0000.00011=4.500(m)Px=0.000Py=80.OOO(kN)380.0016.0000394.1280.0000400.7790.00011=1.000(m)Px=0.000Py=20.OOO(kN)412.3160.0000卞吊芬寂奉：3,耙始点标甫1.500(m)寂号找影Dx(m)找影Dy(m)119.9592.905210.1732.421316.5683.195裁吊芬寂奉：13,耙始点标甫0.000(m)寂号找影Dx(m)找影Dy(m)粘聚(kPa)摩擦全()14.0661.9145.80013.00023.1051.3535.80013.00032.9731.2685.80013.00044.0971.7675.80013.00053.2661.4285.80013.00062.9301.1745.80013.00072.6711.2735.80013.00081.9911.1195.80013.00091.8671.3875.80013.000102.1712.0155.80013.000111.6201.8545.80013.000120.9391.2515.80013.000130.7251.2415.80013.000斗章P标：按布斗章抢第1M-件业比传送抢=0.OOO(kN)抢全=0.000()荆金r传送'京奉=0.704木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=0.472(m2)浸卞部公吊积=0.000(m2)木比总直=8.961(kN)浸*部公直=O.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)j狡子用吊%=1.437(m)=4.255(kN)压反R=4.520(kN)吊拒=1.044(kN)粘聚拒=5.462(kN)木比荆金r=-2.250(kN)木比全=59.706()第2比件业比传送抢=0.OOO(kN)抢全=59.706()荆金r传送'京奉=0.967木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=1.781(m2)浸卞部公吊积=0.000(m2)木比总直=33.835(kN)浸*部公直=0.OOO(kN)木比总咐七Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=1.564(m)=14.883(kN)=5.944(kN)压反R=20.312(kN)吊拒=4.689(kN)=5.944(kN)木比荆金=4.250(kN)木比r全=53.108()第3M-件业比传送抢=4.250(kN)抢全=53.108()荆金r传送'京奉=0.980木比吊粘聚=5.800(kPa)吊摩擦全=13.000()木比总吊积=5.587(m2)浸卞部公吊积=0.000(m2)木比总直=106.160(kN)浸*部公直=0.OOO(kN)木比总咐£Px=0.OOO(kN)Py=0.OOO(kN)节方上子用吊K=2.462(m)=48.206(kN)HR=70.167(kN)»拒木比荆金木比14比件J比传送抢22.651(kN)=48.853()荆金r传送'京奉木比吊粘聚木比总W积木比总直木比总*寸七r=105.614(kN)HR=165.125(kN)»拒木比荆金木比15比件J比传送抢=16.199(kN)粘聚拒22.651(kN)抢全=0.9705.800(kPa)吊摩擦全=13.000()浸卞部公吊积=0.000(m2)浸*部公直=0.OOO(kN)0.OOO(kN)=11.688(m2)222.064(kN)Px=0.OOO(kN)Py=2.962(m)56.236(kN)=42.866()=9.356(kN)=48.853()=38.122(kN)粘聚拒56.236(kN)抢全=0.9695.800(kPa)吊摩擦全12.618(m2)荆金r传送'京奉木比吊粘聚木比总W积木比总直木比总*寸七r=134.533(kN)HR=198.573(kN)吊拒239.737(kN)Px=0.OOO(kN)Py=2.326(m)木比荆金木比16比件J比传送抢=11.256(kN)=42.866()13.000()浸卞部公吊积=0.000(m2)浸*部公直=0.OOO(kN)0.OOO(kN)=45.844(kN)粘聚拒=8.838(kN)79.851(kN)=36.609()79.851(kN)抢全=0.9635.800(kPa)吊摩擦全4.654(m2)荆金r传送'京奉木比吊粘聚木比总W积木比总直木比总*寸七r=103.037(kN)HR=87.192(kN)»拒88.425(kN)Px=0.OOO(kN)Py=2.284(m)木比荆金木比17比件J比传送抢=36.609()13.000()

浸卞部公吊积=0.000(m2)

浸*部公直=0.OOO(kN)