模板工程计算书

entwascreatedwithSpire.PDFfor.NET.\r1.184kN2.367kN2.367kN2.367kN2.367kN1.184kN\r?®X\rod89.\nn\r0.418\rod89,"(kN-m)\r4.2654.265\r1.6531.6531.8%1.898\r|0,469___________0.469\r2\rq24469I-0.A69\r-1.898-1.898-1.653\rod893=(kN)\rM2=0.418kNm,N2=8.53kN\rM/W=0.418x106/(4.49X103)=93.201N/mm2<[f]=205N/mm2\rn\r\r289\nEvaluationWarning:ThedocumentwascreatedwithSpire.PDFfor.NET.\r0.929kN1.858RN1.858kN1.858kN1.858kN0.929kN\r(1)(2)\r492492\rhd89.\nn\rhd89?#(mm)\r0.929kN1.858kN1.858kN1.858kN1.858kN0.929RN\r2(2)\r492492\rod89.\nn\r3\r-0.14EvaluationWarning:ThedocumentwascreatedwithSpire.PDFfor.NET.\rod89?#(mm)\rvi=0.14mm<[v]=1/400=1.23mm\rV2=0.14mm<[v]=1/400=1.23mm\r\rrstuv\rstuv!wM14xyt=-./N2(kN)17.8\rz{!3#26!z{|}?\r(kN)26\rN=8.53x2=17.06kN<Nb=17.8kN\rt\r\rN=8.53x2=17.06kN<26kN\r