例:塔吊彎矩計(jì)算風(fēng)荷載對(duì)塔吊基礎(chǔ)產(chǎn)生的彎矩計(jì)算:Mω=ωφBHH0.5=1.4570.4751.684840.5=3902.355kNm;Mkmax=Me+Mω+Phc=800+3902.355+301.25=4739.85kNm;在品茗塔吊樁基計(jì)算中未考慮附墻設(shè)置,風(fēng)荷載還是按塔吊安裝高度為84m計(jì)算,故彎矩計(jì)算結(jié)果較大,在驗(yàn)算樁承載力時(shí)不滿足要求。該塔機(jī)設(shè)置3道附墻裝置,設(shè)置附
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