0 3 4 4 5 5 5 6 6 6 6 6 7 7 7 7 8 9 9 1 2 312345有關(guān)規(guī)程規(guī)范有關(guān)圖集其它GB50214---2001GB50204-2002GB50300-2001DBJ/T01-26-2003DBJ/T01-69-2003JGJ59-9902J-301DBJ01-51-2003412(m2)47604.5m6m(m2)4.8m0m5.1m4.4m4580、500300、20056時時位7135.5kw245.5kw328構(gòu)構(gòu)位結(jié)部4420.55kw537.5kw基礎(chǔ)反梁導(dǎo)墻地下室外墻梁、樓地板下123456789P3009P10096.0mP3015600mmP6015P10156.0m0m.4m塊塊塊根根個塊m3個塊塊個根根根根根根根根9000040000000009600mm600mm00006000m3m3m2m2;22446688992/10000000151006006006006006006006006006006高墻0060060060060540540540540540540151117.500605100300605100348鋼管48鋼管0051002600xN15030+60mm+120mm。預(yù)埋地錨環(huán)基礎(chǔ)底板或樓板寸尺面截100×100100×100木方@250且不少于3根[12柱箍@50011寸寸尺凈面截?！?×鋼管斜撐@900鋼管鋼管底托@900鋼管底托@900扣件梁、板支模做法圖 90001--正正直方順335222222+5、05+5、03+10、0680000:22.000kN/m3；2.000m/h；)取F1=23.270kN/m2qF1=23.270kN/m2F2=3.000kN/m2。22502502500.25=0.100kN.MQ=0.6qdT=3Q/2bh<[T]0.500=11.635kN/m；18.0/12=243000.0mm4；6000.0N/mm2；[v]=250.000/250=1.00mm；!qq55005005000.50=0.201kN.MQ=0.6qd::T=3Q/2bh<[T]0.250=5.818kN/m；9500.0N/mm2；AABB3302002003301.51.581.582.122.122.442.442.442.442.122.121.581.580.28300.2840.00400.023M=0.284kN.mN=8.575kNv=0.023mm(N/mm2):[f]=205.000f=13.97N/mm2；[v]=200.000/400=0.50mm；!AAN<[N]=fABB3302002003301.51.581.582.122.122.442.442.442.442.122.121.581.580.28300.2840.00400.023M=0.284kN.mN=8.575kNv=0.023mm=M/W<[f]0.28kN.m；:F=0.22γtββV1／2C012F=γHCγ=24KN／m3C0β=1.21β=1.1520.3KN/m224KN/m3121.4=9.5KN/m25.11.2.311m1-------12mm 111L/250N/mm)15.11.2.4xxxλ=1800/i=1600/15.79=101.33xx1/2=15.79mmKnxXxW=I/(D/2)=1.22×105/(48/2)=5083.3mm31Xxx1X11MVW則M=K×ql2=0.121×9.45×0.22=0.0457KN/m=0.0457×M106N/mm2mW00×152)=2.405N/mm2＜mMw12121c01;2F=γh=24×0.6=14.4kN/m2c2mvmmmmA=144.1mm20t:mmm