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雨棚計(jì)算第一章、荷載計(jì)算一、計(jì)算說(shuō)明本工程雨棚在二層7.7m標(biāo)高處,詳圖見(jiàn)DY-05,此雨棚挑出跨度為11.0m。選取3mm鋁單板作為雨棚面板,鋁板分格為1.1×1.5m。二、荷載計(jì)算本工程按豎向荷載取值,計(jì)算結(jié)構(gòu)構(gòu)件自重荷載和可變荷載。1、鋁板重量荷載:GAK:鋁板自重面荷載標(biāo)準(zhǔn)值鋁板采用3mm鋁單板GAK=3×10-3×28=0.084KN/m2GGK:考慮各種零部件后的幕墻面板自重面荷載標(biāo)準(zhǔn)值GGK=0.3KN/m2雨棚鋼結(jié)構(gòu)龍骨自重荷載標(biāo)準(zhǔn)值(建模后,由SAP2000系統(tǒng)自動(dòng)給出)GG:鋁板的自重面荷載設(shè)計(jì)值GG1=rG·GGK=1.35×0.3=0.41KN/m2(自重起控制作用時(shí))GG2=rG·GGK=1.0×0.3=0.3KN/m2(負(fù)風(fēng)壓起控制作用時(shí))2、雪荷載作用S0:基本雪壓,取S0=0.3KN/m2按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001附表D.4μr:積雪分布系數(shù)μr=1按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001表6.2.1SK:雪荷載標(biāo)準(zhǔn)值SK=μr·S0=1×0.3=0.3KN/m2rs:雪荷載作用效應(yīng)的分項(xiàng)系數(shù),取rs=1.4按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001第3.2.5條S:雪荷載設(shè)計(jì)值S=rs·SK=1.4×0.3=0.42KN/m23、風(fēng)荷載作用(正風(fēng)壓)βgz:瞬時(shí)風(fēng)壓的陣風(fēng)系數(shù),取βgz=2.192按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001表7.5.1條取值μs1:風(fēng)荷載體型系數(shù),取μs=1(正風(fēng)壓)按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001第7.3.3條取值μs2:風(fēng)荷載體型系數(shù),取μs=-2(負(fù)風(fēng)壓)按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001第7.3.3條取值μz:風(fēng)荷載高度變化系數(shù),取μz=0.74按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001表7.2.1條取值W0:基本風(fēng)壓,取W0=0.45KN/m2。按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001附表D.4取值WK1:作用在雨棚上的風(fēng)荷載標(biāo)準(zhǔn)值(正風(fēng)壓)WK1=βgz·μs1·μz·W0=2.192×1×0.74×0.45=0.73KN/m2|WK1|=0.73KN/m2<1.0KN/m2按《玻璃幕墻工程技術(shù)規(guī)范》JGJ102-2003第5.3.2條規(guī)定取WK1=1.0KN/m2W1:風(fēng)荷載設(shè)計(jì)值rw:風(fēng)荷載作用效應(yīng)的分項(xiàng)系數(shù),取rw=1.4按《玻璃幕墻工程技術(shù)規(guī)范》JGJ102-2003第5.4.2條規(guī)定W1=rw·WK=1.4×1.0=1.4KN/m2WK12:作用在雨棚上的風(fēng)荷載標(biāo)準(zhǔn)值(負(fù)風(fēng)壓)WK2=βgz·μs2·μz·W0=2.192×(-2)×0.74×0.45=-1.46KN/m2|WK2|=1.46KN/m2>1.0KN/m2按《玻璃幕墻工程技術(shù)規(guī)范》JGJ102-2003第5.3.2條規(guī)定取WK2=-1.46KN/m2W2:風(fēng)荷載設(shè)計(jì)值rw:風(fēng)荷載作用效應(yīng)的分項(xiàng)系數(shù),取rw=1.4按《玻璃幕墻工程技術(shù)規(guī)范》JGJ102-2003第5.4.2條規(guī)定W2=rw·WK=1.4×1.46=2.044KN/m24、活荷載作用HK:雨棚活荷載標(biāo)準(zhǔn)值,取HK=0.5KN/m2按《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001第4.3.1條規(guī)定H:雨棚活荷載設(shè)計(jì)值rh:風(fēng)荷載作用效應(yīng)的分項(xiàng)系數(shù),取rh=1.4按《玻璃幕墻工程技術(shù)規(guī)范》JGJ102-2003第5.4.2條規(guī)定H=rh·HK=1.4×0.5=0.7KN/m2荷載效應(yīng)組合因活荷載大于雪荷載值,故選取活荷載參于組合。荷載組合效應(yīng)組合一:自重起控制作用的組合組合標(biāo)準(zhǔn)值:qK1=ψG·GGK2+ψW·WK1+ψH·HK=1.0×0.3+1.0×1.0+0.7×0.5=1.65KN/m2組合設(shè)計(jì)值:q1=ψG·GG2+ψW·W1+ψH·HK=1.0×0.41+1.0×1.4+0.7×0.7=2.3KN/m2組合二:負(fù)風(fēng)壓起控制作用的組合組合標(biāo)準(zhǔn)值:qK2=ψG·GGK2+ψW·WK2=1.0×0.3-1.0×1.46=-1.16KN/m2組合設(shè)計(jì)值:q2=ψG·GG+ψW·W2=1.0×0.3-1.0×2.044=-1.744KN/m2第二章、雨棚鋼結(jié)構(gòu)分析一、結(jié)構(gòu)計(jì)算簡(jiǎn)圖二、結(jié)構(gòu)分析本計(jì)算雨棚懸挑主龍骨承受上、下鋁板的自重荷載。將上、下鋁板自重荷載轉(zhuǎn)化成線荷載進(jìn)行施加,主龍骨跨度為1.5m。將各種荷載施加到SAO2000雨棚主龍骨上,另在結(jié)構(gòu)最不利位置加4KN的施工維修活載。三、SAP2000荷載施加集中荷載加載:重力荷載施加如下圖正風(fēng)壓施加如下圖負(fù)風(fēng)壓施加如下圖活荷載施加如下圖施工簡(jiǎn)修荷載加載四、SAP2000鋼龍骨運(yùn)行結(jié)果輸出主龍骨應(yīng)力比圖強(qiáng)度和穩(wěn)定性校核產(chǎn)生最大應(yīng)力如下σ=0.833×215=179N/mm2<215N/mm2構(gòu)件強(qiáng)度滿足設(shè)計(jì)要求撓度計(jì)算Table:JointDisplacementsJointOutputCaaseCaseTypeeU1U2U3R1R2R3TextTextTextmmmmmmRadiansRadiansRadians1DEADLinStatiic0.1133699-0.0725992-0.00470000.00015550.00016990.00029771liveLinStatiic0.0699399-0.0544558-0.00045560.00011550.00008880.00020661wind-z111LinStatiic0.0999122-0.0777998-0.00065520.00016440.00012550.00029441wind-z2LinStatiic-0.14587720.11358440.0009511-0.0002339-0.0001883-0.00042291otherLinStatiic0.0569877-0.03013300.00749770.00001990.00002660.00022111D+L+WZ111+OTHEERCombinattion0.4478277-0.3132888-0.00039980.00061880.00055220.00132221D+WZ2Combinattion-0.09085520.0864266-0.0033668-0.0001880-0.0000886-0.00030042DEADLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000002liveLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000002wind-z111LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000002wind-z2LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000002otherLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000002D+L+WZ111+OTHEERCombinattion0.00000000.00000000.00000000.00000000.00000000.00000002D+WZ2Combinattion0.00000000.00000000.00000000.00000000.00000000.00000003DEADLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000003liveLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000003wind-z111LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000003wind-z2LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000003otherLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000003D+L+WZ111+OTHEERCombinattion0.00000000.00000000.00000000.00000000.00000000.00000003D+WZ2Combinattion0.00000000.00000000.00000000.00000000.00000000.00000004DEADLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000004liveLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000004wind-z111LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000004wind-z2LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000004otherLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000004D+L+WZ111+OTHEERCombinattion0.00000000.00000000.00000000.00000000.00000000.00000004D+WZ2Combinattion0.00000000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