土木工程施工典型例題

.×ixiy0.3%謝謝閱讀H0H感謝閱讀1H2謝謝閱讀2H4謝謝閱讀4H0H12H4N24H4172.18518.68345.564643.18(m)H謝謝閱讀0HH）精品文檔放心下載10HH）感謝閱讀21HH）謝謝閱讀32HH）感謝閱讀43HH）謝謝閱讀50HH）精品文檔放心下載65..HH）謝謝閱讀76HH）謝謝閱讀87HH）感謝閱讀90HH）感謝閱讀9HH）精品文檔放心下載HH）感謝閱讀由感謝閱讀h）1h）2h）3h）4h）5h）6h）7h）8h）9h）h）h）精品文檔放心下載。2x10.123.93m0.120.491。x260.4915.08m0.160.492。7x60.169.14m0.196。x7m7。x80.6712.29m0.670.428。精品文檔放心下載..①）V32(0.880.67)4m）3V212(0.300.161.150.89)4m）3②）V()2320.1920.672()45.8140.190.590.670.42m）3V()2320.5920.422()60.8140.190.590.670.42m）3③）感謝閱讀V()12020.4932493()19.78m36(0.120.49)(0.490.16)349)(4916)V()12(20.120.3020.160.49)19.78623(2449)19.7844.54m3V()212020.1632163()1.20m36(0.160.19)(0.490.16)3619)(4916)V()212(20.190.8820.16)62316)1.2139.87m3V()222020.1932193()1.67m36(0.190.59)(0.190.16)316)V()222(220.590.19)62319)148.34m3感謝閱讀m3m3..mmm感謝閱讀mmmm精品文檔放心下載感謝閱讀精品文檔放心下載精品文檔放心下載謝謝閱讀圖1感謝閱讀徑謝謝閱讀W593m.感謝閱讀精品文檔放心下載..圖2圖3精品文檔放心下載）精品文檔放心下載感謝閱讀S為）精品文檔放心下載1×）謝謝閱讀謝謝閱讀精品文檔放心下載謝謝閱讀H0∴H0取H0×7.5400..(2lglg（m謝謝閱讀3q××34（m謝謝閱讀31.1)D=2)W5精品文檔放心下載精品文檔放心下載hk10(6.01.0)70(pa)Q1.12（m（m）33HSHS謝謝閱讀精品文檔放心下載精品文檔放心下載。謝謝閱讀..h感謝閱讀3謝謝閱讀謝謝閱讀謝謝閱讀精品文檔放心下載精品文檔放心下載E精品文檔放心下載）1精品文檔放心下載2，t00.22tC0V1212由2cH2:..267則F62感謝閱讀4謝謝閱讀32F72l1,,精品文檔放心下載F因7感謝閱讀:q2精品文檔放心下載...求M2,max1uq'l41100(q':MMmax抵2fW1w抵fw16bh2l110fbh21.67fbh21.6717200202493.92mmww6qq14.37l1q'2q'l4l11100=l10.59EI0.59100002002033389.04mm3q14.37'l1感謝閱讀l2仍按三跨連續(xù)梁考慮,外橫楞即為內(nèi)楞梁的支點(diǎn),感謝閱讀l1求:..q2;l21.67fbh21.6717501002935mmwq16.23:l2f1.11548vq:l10.59EI0.591000050100331178mm3q'15.03l2L。謝謝閱讀2精品文檔放心下載F謝謝閱讀6／l310fw1020550782＝745mm抵q37.47l30.590.592.0610512190023929mm3q'36.73l3LL謝謝閱讀23謝謝閱讀㎜2則NfbN/mm2)AtL則3NfbN/mm2)At..精品文檔放心下載謝謝閱讀4:m3,精品文檔放心下載q精品文檔放心下載M20.12mmax精品文檔放心下載M抵fWw抵fw11bh217502661.417106N1.417m精品文檔放心下載MM抵.maxq'感謝閱讀umaxq'l40.6673121200412000.667mm4.8mm100EI10010000501003250大木楞可以視為梁,謝謝閱讀q謝謝閱讀M21.52mmax感謝閱讀M抵fWw抵fw11bh2171002666.375106N6.375m感謝閱讀MM抵max..q'精品文檔放心下載umaxq'l40.6679121500415000.6671.08mm6mm100EI1001000010015032505；。精品文檔放心下載謝謝閱讀精品文檔放心下載精品文檔放心下載精品文檔放心下載精品文檔放心下載d時(shí)謝謝閱讀。謝謝閱讀精品文檔放心下載+=××25)+6.25×2×精品文檔放心下載..外包尺寸+末端為度彎鉤的量度差值×××2×感謝閱讀×感謝閱讀÷3+(800-2××2×2+[(8000+240×÷3-25-(800-2×××2×精品文檔放心下載構(gòu)件鋼筋鋼筋代下料長單位根合計(jì)）謝謝閱讀）號度數(shù)數(shù)①2梁共②2計(jì)5根③2④精品文檔放心下載感謝閱讀感謝閱讀精品文檔放心下載謝謝閱讀感謝閱讀精品文檔放心下載..精品文檔放心下載）micuS1icufcu,k）fcu,min2fcu,k11.6020.85mfi132.8N/mm2Snfi12nm2cu,i