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1、吊装钢丝绳计算1、钢丝绳最小破断拉力口KD2.R01000式中：F钢丝绳最小破断拉力，kN；0D一钢丝绳公称直径，mm；R钢丝绳公称抗拉强度，MPa；0K一某一指定结构钢丝绳的最小破断拉力系数（简称最小破断拉力系数，K值见GB89182006表2和GB/T16269表3）。2钢迂螺曲熙亶和鼻小雅两拉力卑数类刚盟丝匏託ta星就耳Kt盒业小亚吋拉力廉甦中KK7佇恵纤址留芯钢埜蠶KK|kK1.K.Kgj1JOOmmm3a0,350.HiD.3A7LID1.12k3120.359L082M100.3600.371C.418h101,13fl-,3300.浙百1.033txa?4SXIfl0-3570.
2、闸机4351.12L,耐0.41.1S5-#XJ5&L&X7fl,39A4.4301,ID.HQ.3I0a.22iI.0&7LSX1$AH4X70.390UDLIOlieD.308.318103?3?WK70.4W-0.3強10KVM70.41204040.4171.06Loa|：0.39S1.0531evxis0.405CU胛J4291,0LD&CL側D.卿Ldfi126VX37吕4VX390,410a4QZ-D.35Oidqxjs+evxn0.4100.灿-0.曲tth隹？眠和t组辆卷能申，自證讷创莖忻也冏却出悔或】9眾肛下时=至竄黔芯比&.&中所別的数小吕謊。注鉄住纽恫笛強中*肚甘歼堆芯
3、艸X21詬Wa如堆理弼邕鬼的盘蕈乐锹用駁小備断11力荼痘金別址壺中折现蓟數小俺K30培利钢爸咀的堆申厭蓟扯力京戳，应比我中折列酣敖小】洱I（E1*殂钢埜遢中t阪为現实輾结构X3TS曙堂坷时更J*果救和晕小孫旣亚力系就知应廿别匡表永所弭杓故大3%.注釦k”虫厦耳散呈时豪囚幡軒堆尼钢無rm耳，2、钢丝绳最小破断拉力总和工S0方法一：工S0=公称抗拉强度（MPa）*总截面面积（mm2）,单位:KN方法二：工S0=钢丝绳最小破断拉力*换算系数aa.I劭外留淫童商独力轨阳与刚空血母斷赴卉的機鼻亭册tf-wnn甫住雄j般諷朴T馭厂“gw(1+flli3+仙1.J3Sl.；KfiKiaa6XL9W口十日咖R
4、L47+VM4j+3+a+3=/a-ris?(l.S+9-r3f8+LR-)1,EE百i1fixSTSaM4-15+35i1151.21BX19HXSWci-i-e+i/e)UJN】，珅11axSflws0KHW5JciWS&M3WSBXi3HWShx5SW-CJ-t-6-FF4S(UM+5/5+lfiJL-r&-h6/6+-J2)L4-?+7/7-bM)(148+S4-M2加按0,9SB2OWO7w04131“Ml*24L3O1.1132501250站IUL707314JS.5MIWZ30-4CIT171501fl40IMRD祚16IIM20JI。.毎2.2OTSIiEM4IjJZ902()
5、25M22JA12.7aso37505k:跖IM)1凹22却M27制：,542J5QflEQ1小252i阳MWlr0-1.5441M4500恥IAS:un2837呦M畑6JiCatanowon7S财gIM弭41删涉创4i77.5733ft073CMsn21R!ISO175托鹹M42h20.sQJIOO9500Q155j17ft19340S1M44J75V.63u,o10?SOU110ionaas!WIMA3MM32)1J.WL4.D13T2W皿31S21546J9l?JL5rH17,317L50CJt7W12V窗益56bMWttraW3J21.020589021W375150in?71Mtf110茄一恥商支吊囂的拉力计鼻套W141JI简藝金i吊窗社力F曲在还力丹2$1MGi価珈1AOGo.szr;/1S，LK7(f0.7!G坊丄4J.7RC0.60GW.科450i7GUlSJ(jJ5Wrma0.46旳o.fritr0.35Gactm妣oau阳0-W&0lZ4(；?(rwoD.IRG注；G枸件虫丿血当噪屈如囹M弋听不的旧支呼隹的吊索超吊的件时.莓直吊累的社扫可用下式计賞*4onji?式中P脫昌倉的拉力；(H-1)商支吊囂的拉力计鼻套W141JIG粕件直力商支吊囂的拉力计鼻套W141JI图】四盘厨快属京拉力计算
