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雨棚計算第一章、荷載計算一、計算說明本工程雨棚在二層7.7m標高處,詳圖見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、荷載計算本工程按豎向荷載取值,計算結構構件自重荷載和可變荷載。1、鋁板重量荷載:GAK:鋁板自重面荷載標準值鋁板采用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準值GGK=0.3KN/m2雨棚鋼結構龍骨自重荷載標準值(建模后,由SAP2000系統(tǒng)自動給出)GG:鋁板的自重面荷載設計值GG1=rG·GGK=1.35×0.3=0.41KN/m2(自重起控制作用時)GG2=rG·GGK=1.0×0.3=0.3KN/m2(負風壓起控制作用時)2、雪荷載作用S0:基本雪壓,取S0=0.3KN/m2按《建筑結構荷載規(guī)范》GB50009-2001附表D.4μr:積雪分布系數(shù)μr=1按《建筑結構荷載規(guī)范》GB50009-2001表6.2.1SK:雪荷載標準值SK=μr·S0=1×0.3=0.3KN/m2rs:雪荷載作用效應的分項系數(shù),取rs=1.4按《建筑結構荷載規(guī)范》GB50009-2001第3.2.5條S:雪荷載設計值S=rs·SK=1.4×0.3=0.42KN/m23、風荷載作用(正風壓)βgz:瞬時風壓的陣風系數(shù),取βgz=2.192按《建筑結構荷載規(guī)范》GB50009-2001表7.5.1條取值μs1:風荷載體型系數(shù),取μs=1(正風壓)按《建筑結構荷載規(guī)范》GB50009-2001第7.3.3條取值μs2:風荷載體型系數(shù),取μs=-2(負風壓)按《建筑結構荷載規(guī)范》GB50009-2001第7.3.3條取值μz:風荷載高度變化系數(shù),取μz=0.74按《建筑結構荷載規(guī)范》GB50009-2001表7.2.1條取值W0:基本風壓,取W0=0.45KN/m2。按《建筑結構荷載規(guī)范》GB50009-2001附表D.4取值WK1:作用在雨棚上的風荷載標準值(正風壓)WK1=βgz·μs1·μz·W0=2.192×1×0.74×0.45=0.73KN/m2|WK1|=0.73KN/m2<1.0KN/m2按《玻璃幕墻工程技術規(guī)范》JGJ102-2003第5.3.2條規(guī)定取WK1=1.0KN/m2W1:風荷載設計值rw:風荷載作用效應的分項系數(shù),取rw=1.4按《玻璃幕墻工程技術規(guī)范》JGJ102-2003第5.4.2條規(guī)定W1=rw·WK=1.4×1.0=1.4KN/m2WK12:作用在雨棚上的風荷載標準值(負風壓)WK2=βgz·μs2·μz·W0=2.192×(-2)×0.74×0.45=-1.46KN/m2|WK2|=1.46KN/m2>1.0KN/m2按《玻璃幕墻工程技術規(guī)范》JGJ102-2003第5.3.2條規(guī)定取WK2=-1.46KN/m2W2:風荷載設計值rw:風荷載作用效應的分項系數(shù),取rw=1.4按《玻璃幕墻工程技術規(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:雨棚活荷載標準值,取HK=0.5KN/m2按《建筑結構荷載規(guī)范》GB50009-2001第4.3.1條規(guī)定H:雨棚活荷載設計值rh:風荷載作用效應的分項系數(shù),取rh=1.4按《玻璃幕墻工程技術規(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。荷載組合效應組合一:自重起控制作用的組合組合標準值:qK1=ψG·GGK2+ψW·WK1+ψH·HK=1.0×0.3+1.0×1.0+0.7×0.5=1.65KN/m2組合設計值: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:負風壓起控制作用的組合組合標準值:qK2=ψG·GGK2+ψW·WK2=1.0×0.3-1.0×1.46=-1.16KN/m2組合設計值:q2=ψG·GG+ψW·W2=1.0×0.3-1.0×2.044=-1.744KN/m2第二章、雨棚鋼結構分析一、結構計算簡圖二、結構分析本計算雨棚懸挑主龍骨承受上、下鋁板的自重荷載。將上、下鋁板自重荷載轉化成線荷載進行施加,主龍骨跨度為1.5m。將各種荷載施加到SAO2000雨棚主龍骨上,另在結構最不利位置加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壓施加如下圖負風壓施加如下圖活荷載施加如下圖施工簡修荷載加載四、SAP2000鋼龍骨運行結果輸出主龍骨應力比圖強度和穩(wěn)定性校核產(chǎn)生最大應力如下σ=0.833×215=179N/mm2<215N/mm2構件強度滿足設計要求撓度計算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+WZ2Combinattion0.00000000.00000000.00000000.00000000.00000000.00000005DEADLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000005liveLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000005wind-z111LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000005wind-z2LinStatiic0.00000000.00000000.00000000.00000000.00000000.00000005otherLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000005D+L+WZ111+OTHEERCombinattion0.00000000.00000000.00000000.00000000.00000000.00000005D+WZ2Combinattion0.00000000.00000000.00000000.00000000.00000000.00000006DEADLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000006liveLinStatiic0.00000000.00000000.00000000.00000000.00000000.00000006wind-z111LinStatiic0.00000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