版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
幕墻工程結(jié)構(gòu)計(jì)算書第283頁(yè)共283頁(yè)第一部分、設(shè)計(jì)依據(jù)及主要材料設(shè)計(jì)指標(biāo)設(shè)計(jì)依據(jù)《玻璃幕墻工程技術(shù)規(guī)范》JGJ102-96《金屬與石材幕墻工程技術(shù)規(guī)范》JGJ133-2001《點(diǎn)支式玻璃幕墻工程技術(shù)規(guī)程》CECS127-2001《建筑幕墻》JG3035-96《玻璃幕墻工程技術(shù)規(guī)范應(yīng)用手冊(cè)》《建筑玻璃應(yīng)用技術(shù)規(guī)程》JGJ113-97《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2001《建筑抗震設(shè)計(jì)規(guī)范》GB50011-2001《建筑結(jié)構(gòu)靜力計(jì)算手冊(cè)》(第二版)《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB50017-2002《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB50010-2002《鋼化玻璃》GB/T9963-1998《中空玻璃》GB/T11944-2002《螺紋緊固件應(yīng)力截面積和承載面積》GB/T16823.1-1997本工程鋼結(jié)構(gòu)計(jì)算部分采用SAP2000(非線性有限元法)計(jì)算軟件業(yè)主提供的招標(biāo)圖紙、文件等主要材料設(shè)計(jì)指標(biāo)1、5~12mm鋼化玻璃自重標(biāo)準(zhǔn)值GgK=25.6KN/m3強(qiáng)度設(shè)計(jì)值fg1=84.0N/mm2邊緣強(qiáng)度設(shè)計(jì)值fg2=58.8N/mm2彈性模量E=7.2×104N/mm2線膨脹系數(shù)α=1.0×10-5泊松比ν=0.22、6063-T5鋁型材自重標(biāo)準(zhǔn)值GaK=27.0KN/m3抗拉強(qiáng)度設(shè)計(jì)值fa=85.5N/mm2抗剪強(qiáng)度設(shè)計(jì)值fav=49.6N/mm2局部承壓強(qiáng)度設(shè)計(jì)值fab=120N/mm2彈性模量E=7.0×104N/mm2線膨脹系數(shù)α=2.35×10-5泊松比ν=0.333、Q235結(jié)構(gòu)鋼屈服強(qiáng)度f(wàn)ys≥235N/mm2抗拉壓強(qiáng)度設(shè)計(jì)值fs=215N/mm2抗剪強(qiáng)度設(shè)計(jì)值fsV=125N/mm2局部承壓強(qiáng)度設(shè)計(jì)值fsb=320N/mm2彈性模量E=2.06×105N/mm2線膨脹系數(shù)α=1.2×10-5自重標(biāo)準(zhǔn)值GSK=78.5KN/m3泊松比ν=0.34、奧氏體不銹鋼螺栓(A2-70)抗拉強(qiáng)度設(shè)計(jì)值ftb=320N/mm2抗剪強(qiáng)度設(shè)計(jì)值fsb=245N/mm2計(jì)算說明本工程幕墻部分結(jié)構(gòu)計(jì)算,首先以招標(biāo)文件提供的風(fēng)壓變形等級(jí)要求為依據(jù),取風(fēng)荷載標(biāo)準(zhǔn)值為3.0KN/m2,對(duì)點(diǎn)支式玻璃幕墻的面板和魚腹式桁架結(jié)構(gòu)進(jìn)行設(shè)計(jì)驗(yàn)算。其次我司根據(jù)濟(jì)南當(dāng)?shù)氐膶?shí)際自然條件,依據(jù)國(guó)家有關(guān)規(guī)范對(duì)該結(jié)構(gòu)進(jìn)行了對(duì)比設(shè)計(jì)(本計(jì)算書第四、五部分),以備業(yè)主參考比較選用。第二部分、21.6M處點(diǎn)支式玻璃幕墻結(jié)構(gòu)計(jì)算第一章、荷載計(jì)算一、基本參數(shù)計(jì)算標(biāo)高:21.6m設(shè)計(jì)分格:B×H=2500×1800mmB:玻璃寬度H:玻璃高度設(shè)計(jì)地震烈度:7度地面粗糙度類別:B類二、荷載計(jì)算1、風(fēng)荷載標(biāo)準(zhǔn)值按招標(biāo)文件,取WK=3.0KN/m22、風(fēng)荷載設(shè)計(jì)值W:風(fēng)荷載設(shè)計(jì)值(KN/m2)rw:風(fēng)荷載作用效應(yīng)的分項(xiàng)系數(shù),取1.4W=rw×Wk=1.4×3.0=4.20KN/m23、玻璃幕墻構(gòu)件重量荷載GAK:玻璃幕墻構(gòu)件自重標(biāo)準(zhǔn)值,取600N/m2GK:每個(gè)單元玻璃幕墻構(gòu)件(包括玻璃和接頭)的重量H:玻璃幕墻分格高,取1.8mB:玻璃幕墻分格寬,取2.5mGK===2.7KN4、地震作用垂直于幕墻平面的分布水平地震作用qEK:垂直于幕墻平面水平地震作用標(biāo)準(zhǔn)值(KN/m)qE:垂直于幕墻平面水平地震作用設(shè)計(jì)值(KN/m)βE:動(dòng)力放大系數(shù),可取5.0αmax:水平地震影響系數(shù)最大值,取0.08GK:幕墻構(gòu)件的重量,取2.7KNqEK===0.24KN/m2垂直于玻璃幕墻平面的分布水平地震作用設(shè)計(jì)值qE=γE×qEK=1.3×0.24=0.31KN/m25、荷載組合風(fēng)荷載和地震荷載的水平分布作用設(shè)計(jì)值q=ψW×γW×qWK+ψE×γE×qEK=1.0×1.4×3.0+0.6×1.3×0.24=4.39KN/m2風(fēng)荷載和地震荷載的水平分布作用標(biāo)準(zhǔn)值qK=ψW×qWK+ψE×qEK=1.0×3.0+0.6×0.24=3.14KN/m2第二章、玻璃面板校核一、玻璃選用選用玻璃為:10+12A+8mm厚鋼化中空玻璃B:玻璃幕墻分格寬,取2.5mH:玻璃幕墻分格高,取1.8mCY:孔邊距,取3445mmmCX:孔邊距,取1445mmmA:玻璃板塊面積積:A=B××H=2.5×1.8=4.5m2二、玻璃強(qiáng)度校校核玻璃璃按四點(diǎn)支支承板計(jì)算算玻璃璃承受水平平風(fēng)荷載和和地震荷載載作用校核核依據(jù):σ≤=844N/mmm2q::玻璃所受受荷載組合合值Lxx:玻璃短短邊孔距Lx=H-2××CX=1800-2××145=1510mmmLyy:玻璃長(zhǎng)長(zhǎng)邊孔距Ly=B-2××CY=2500-22×345=1810mmt::玻璃的計(jì)計(jì)算厚度,取1.2×10=12mmα1:四點(diǎn)支承玻璃璃面板的應(yīng)應(yīng)力系數(shù)由邊長(zhǎng)比,=55.25,查《點(diǎn)支式玻璃璃幕墻工程程技術(shù)規(guī)程程》,得::α1=0.78848:撓度折減系數(shù)數(shù)由參數(shù)=22.57查表得:0.991(1)σw:四點(diǎn)支承玻璃璃面板跨中中邊緣最大大彎曲應(yīng)力力值σw===71.3N//mm2≤=84N/mmm2玻璃的強(qiáng)度滿足足設(shè)計(jì)要求求。(2)σt:玻璃邊緣與邊邊框接觸在在玻璃面板板中產(chǎn)生的的擠壓應(yīng)力力t=式中:t:由溫度變化在玻玻璃中產(chǎn)生生的擠壓應(yīng)應(yīng)力,當(dāng)計(jì)計(jì)算值為負(fù)負(fù)時(shí),擠壓壓應(yīng)力取為為零e:玻璃邊緣與邊框框間的空隙隙,取5mmdc:施工誤差,取33mmb:玻璃長(zhǎng)邊尺寸,取取25000mm△T:玻璃幕墻年溫度度變化(℃),按62℃?。翰AЬ€膨脹系數(shù)數(shù),取1.0×10-5E:玻璃彈性模量,取0.72×105N/mm2則σt===-12.966(表示無無擠壓溫度度應(yīng)力)三、玻璃撓度計(jì)計(jì)算E:玻璃的彈性模模量,取7.2×104N/mmm2β1:四點(diǎn)支承玻璃璃面板的撓撓度系數(shù)由邊長(zhǎng)比,=55.25,查《點(diǎn)支式玻璃璃幕墻工程程技術(shù)規(guī)程程》,得::β1=0.11881μ===27.4mm第三章、魚腹式式桁架結(jié)構(gòu)構(gòu)計(jì)算該點(diǎn)支式玻璃幕幕墻主體結(jié)結(jié)構(gòu)采用魚魚腹式桁架架形式:采用φ299×10mmm鋼管立立柱、φ219×10mmm鋼管腹腹桿及中間間φ140×8mmm的水平鋼鋼管支撐成成為桁架主主受力構(gòu)件件,桁架最最大矢高為為1.5m。桁架架節(jié)點(diǎn)上承承受的荷載載有水平方方向上的風(fēng)風(fēng)荷載、地地震荷載傳傳遞的集中中力,垂直直方向自重重荷載產(chǎn)生生的集中力力由自重桿桿承受,桁桁架的水平平分格寬度度為5.00m。一、荷載計(jì)算1、計(jì)算標(biāo)高為221.6m處:水平方向的荷載載組合設(shè)計(jì)計(jì)值q==4.399KN//m2 水平方向的荷載載組合標(biāo)準(zhǔn)準(zhǔn)值qKK=3.144KN//m2垂直方向的荷載載組合設(shè)計(jì)計(jì)值GAA=1.22×0.60=0.72KKN/m22垂直方向的荷載載組合標(biāo)準(zhǔn)準(zhǔn)值GAAK=0..60KNN/m22、節(jié)點(diǎn)承受的水水平方向集集中荷載設(shè)設(shè)計(jì)值P=44.39××2.5×1.8=119.7555KN節(jié)點(diǎn)承受的水平平方向集中中荷載標(biāo)準(zhǔn)準(zhǔn)值PK==3.144×2.5×1.8=14.13KN二、結(jié)構(gòu)計(jì)算采用SAP20000軟件進(jìn)行行計(jì)算,在在荷載設(shè)計(jì)計(jì)值作用下下得出桁架架的最大彎彎矩、軸力力,在荷載載標(biāo)準(zhǔn)值作作用下得出出桁架的最最大撓度。計(jì)計(jì)算模型和和受力簡(jiǎn)圖圖見第六章章。1、主受力構(gòu)件φφ299×10mmm鋼管的最最大彎矩、軸軸力(桿件件730)Mmaxx=51.88KN··mNmaxx=877..54KKN2、次受力構(gòu)件φφ219×10mmm鋼管的最最大彎矩、軸軸力(桿件件761)Mmaxx=25.221KNN·mNmaxx=778..45KKN3、重力桿φ1880×10mmm鋼管的的最大彎矩矩、軸力(桿桿件589)MY=277.92KN·mm,MZ=18.448KNN·mNmax=2.227KNN4、連系構(gòu)件φ1140×8mm鋼管管的最大彎彎矩、軸力力(桿件1106)Mmaxx=4.799KN··mNmaxx=40.331KNN5、搖桿φ1277×5mmm鋼管的最最大彎矩、軸軸力(桿件件847)Mmaxx=0.133KN··mNmaxx=1388.7KKN6、支撐構(gòu)件φ660×4mm鋼管管的最大彎彎矩、軸力力(桿件339)Mmaxx=0.355KN··mNmaxx=63.007KNN7、桁架的截面特特性a、φ299×10mm鋼管管鋼立柱強(qiáng)度設(shè)計(jì)計(jì)值:215N/mmm2鋼管彈性性模量:E=2206×103N/mmm2X軸慣性性矩:IIx=9490015022mm4Y軸慣性性矩:Iy=9490015022mm4X軸抵抗抗矩:WWx=6347793mmm3Y軸抵抗抗矩:WWY=6347793mmm3鋼管截面面積:A==90799mm2塑性發(fā)展展系數(shù):γ=1.005b、φ219×10mm鋼管管鋼管強(qiáng)度設(shè)計(jì)值值:215N/mmm2鋼管彈性性模量:E=2006×103N/mmm2X軸慣性性矩:Ix=3593328655mm4Y軸慣性性矩:Iy=3593328655mm4X軸抵抗抗矩:Wx=3281154mmm3Y軸抵抗抗矩:WY=3281154mmm3鋼管截面面積:A=65666mmm2塑性發(fā)展展系數(shù):γ=1.005c、φ180×10mm鋼管管鋼管強(qiáng)度設(shè)計(jì)值值:215N/mmm2鋼管彈性性模量:E=2006×103N/mmm2X軸慣性性矩:Ix=1936600655mm4Y軸慣性性矩:Iy=1936600655mm4X軸抵抗抗矩:Wx=2151112mmm3Y軸抵抗抗矩:WY=2151112mmm3鋼管截面面積:A=53441mmm2塑性發(fā)展展系數(shù):γ=1.005d、φ140×8mmm鋼管鋼管強(qiáng)度設(shè)計(jì)值值:215N/mmm2鋼管彈性性模量:E=2006×103N/mmm2X軸慣性性矩:Ix=72522103mm4Y軸慣性性矩:Iy=72522103mm4X軸抵抗抗矩:Wx=1036601mmm3Y軸抵抗抗矩:WY=1036601mmm3鋼管截面面積:A=33118mmm2塑性發(fā)展展系數(shù):γ=1.005e、φ127×5mmm鋼管鋼管強(qiáng)度設(shè)計(jì)值值:215N/mmm2鋼管彈性性模量:E=2006×103N/mmm2X軸慣性性矩:Ix=35711398mm4Y軸慣性性矩:Iy=35711398mm4X軸抵抗抗矩:Wx=562442mmm3Y軸抵抗抗矩:WY=562442mmm3鋼管截面面積:A=19116mmm2塑性發(fā)展展系數(shù):γ=1.005f、φ60×4mmm鋼管鋼管強(qiáng)度設(shè)計(jì)值值:215N/mmm2鋼管彈性性模量:E=2006×103N/mmm2X軸慣性性矩:Ix=2772264mmm4Y軸慣性性矩:Iy=2772264mmm4X軸抵抗抗矩:Wx=92422mm3Y軸抵抗抗矩:WY=92422mm3鋼管截面面積:A=7044mm2塑性發(fā)展展系數(shù):γ=1.0058、桁架強(qiáng)度校核核a、φ299×10mm鋼管管(桿件7730)=174.4NN/mm22<215N/mmm2b、φ219×10mm鋼管管(桿件7761)=191.7NN/mm22<215N/mmm2c、φ180×10mm鋼管管(桿件5589)=205.9NN/mm22<215N/mmm2d、φ140×8mmm鋼管(桿桿件1066)=56.2N//mm2<215N/mmm2e、φ127×5mmm鋼管(桿桿件8477)=74.6N//mm2<215N/mmm2f、φ60×4mmm鋼管(桿桿件39)=125.7NN/mm22<215N/mmm2桁架各桿件強(qiáng)度度滿足設(shè)計(jì)計(jì)要求。9、桁架的穩(wěn)定性性校核由SAP20000軟件計(jì)算可可得:Nmax=11003KN(桿桿件7277)a、查表得φ2999×10mmm鋼管(桿桿件7277)的回轉(zhuǎn)轉(zhuǎn)半徑ix=iy=102..2mmm,平面內(nèi)的計(jì)算長(zhǎng)長(zhǎng)度=1.8mm,按b類截面取取值長(zhǎng)細(xì)比λx===18查表得N/mmm2<=0.9776×215==209..8N//mm2平面外桁架中部部有5個(gè)支座,故故平面外桁桁架的計(jì)算算長(zhǎng)度=21.6/66=3.6mm,長(zhǎng)細(xì)比λy=====35查表得N/mmm2<=0.9118×215==197..4N//mm2故該桁架結(jié)構(gòu)體體系在平面面內(nèi)和平面面外都是穩(wěn)穩(wěn)定的。10、桁架的撓度校校核在荷載標(biāo)準(zhǔn)值作作用下,用用SAP22000軟件進(jìn)行行計(jì)算得出出桁架的最最大撓度::fX=50.83mmm,fZ=5.633mmf=≤mm桁架撓度滿足設(shè)設(shè)計(jì)要求。第四章、魚腹式式鋼結(jié)構(gòu)與與預(yù)埋件的的連接計(jì)算算鋼結(jié)構(gòu)構(gòu)桁架采用用鋼銷與115mmm厚耳板連連接。采用用φ48鋼銷(A0=18099.8mmm2),鋼銷銷的抗剪應(yīng)應(yīng)力=2445N//mm2,耳板與與主體鋼埋埋件結(jié)構(gòu)采采用焊接。一、鋼銷與耳板板強(qiáng)度計(jì)算算φ48mm鋼銷銷受到的剪剪力,由SAP22000軟件計(jì)算算可得:水平剪力V1==270..55KKN,垂直剪剪力V2=129..98KKNV===300.15KN==165.8NN/mm22<=2455N/mmm2鋼銷設(shè)計(jì)滿足要要求。耳板采用Q2335鋼板,局局部抗壓校校核,承壓壓面n1=2,局部承承壓強(qiáng)度N/mmm2=2×48×115×320=460.8KKN>V=3000.15KN耳板設(shè)計(jì)滿足要要求。二、耳板與主體體結(jié)構(gòu)焊縫縫連接計(jì)算算耳板與與主體鋼結(jié)結(jié)構(gòu)埋件采采用雙面焊焊接,焊縫縫高度hf=10mmm,焊縫縫長(zhǎng)度為3320mmm,焊縫縫承受剪力力和彎矩共共同作用。設(shè)計(jì)最大豎向拉拉力N=129.988KN設(shè)計(jì)最大水平剪剪力V=270.555KN水平剪力產(chǎn)生的的彎矩M=VV×100×10-3=2270.555×0.10=227.0555KNN·m焊縫采用Hf==10mmm,雙面面焊接,單單條焊縫有有效面積A=0.71××10×(320-110)=2201mm2抵抗矩W1==113719mm3由彎矩產(chǎn)生的應(yīng)應(yīng)力==119.2N/mmm2由拉力產(chǎn)生的應(yīng)應(yīng)力==29.52N/mmm2由剪力產(chǎn)生的應(yīng)應(yīng)力==61.44N/mmm2焊縫右端最危險(xiǎn)險(xiǎn),由==1336.5N/mmm2<=1600N/mmm2焊縫設(shè)計(jì)滿足要要求。第五章、預(yù)埋件件結(jié)構(gòu)計(jì)算算一、計(jì)算模型主體結(jié)構(gòu)采用混混凝土強(qiáng)度度等級(jí)大于于C30,標(biāo)高取取為21.6m,幕墻墻分格寬度度B=2.55m,分分格高度H=1.88m。錨筋筋選用HRB3335級(jí)鋼筋,直直徑22mmm,共9根分3層,錨筋筋間距為1150mmm,錨板板采用4550×450×20mmm的Q235鋼板。受受力形式如如下圖:二、內(nèi)力計(jì)算V=270.555KNN,N=1299.98KN,M=27..055KN·m三、錨筋最小截截面積計(jì)算算錨筋面積按下式式計(jì)算,并并應(yīng)大于其其最大值::式中:V:剪力設(shè)計(jì)值N:法向拉力M:彎矩設(shè)計(jì)值:鋼筋層數(shù)影響響系數(shù),取取=0.9:錨筋受剪承載載力系數(shù),取取===0.49<00.7取=0.499d:錨筋直徑,取取d=22mmmt:錨板厚度,取取t=20mmm:錨板彎曲變形形折減系數(shù)數(shù),取===0.83Z:外層錨筋中心心線之間的的距離,取取Z=150mmm:C30混凝土軸軸心受壓強(qiáng)強(qiáng)度設(shè)計(jì)值值,取=114.3N/mmm2==3317mmm2==2665mmm2所需錨筋最小截截面積為33317mm2。四、預(yù)埋件錨筋筋確定選擇9φ22,錨錨筋總面積積為:=3422mmm2>33177mm2預(yù)埋件錨筋截面面積滿足設(shè)設(shè)計(jì)要求。五、錨板面積校校核C30混凝土的的抗拉強(qiáng)度度設(shè)計(jì)值==1.433N/mmm2法向拉力N<00.5,即即129980N<0.5×1.433×450×450=1447788NN預(yù)埋件錨板滿足足設(shè)計(jì)要求求。六、預(yù)埋件焊縫縫驗(yàn)算單根錨筋筋所能承受受的最大剪剪力為:fvs=(3.114×222/4)×215==816887N焊縫能承承受的最大大作用力為為:fvw=160××1×0.7007×8×3.144×22+125×1×0.7007×7×3.144×22=105249Nfvw>fvs焊縫強(qiáng)強(qiáng)度滿足要要求。第六章、SAPP20000計(jì)算結(jié)果果輸出一、計(jì)算模型二、桿件彎矩受受力示意圖圖三、桿件軸力受受力示意圖圖四、數(shù)據(jù)輸出JOINNTREEACCTIIONNS(KN-mmUniits)JOIINTLOADDF11F22F33M11M22M3324LOADD1272..524110..15455101..956550..000000..000000..0000093LOADD1130..97999-16..15499-35..129550..000000..000000..0000095LOADD1132..9392216..31533-35..614000..000000..000000..000003389LOADD1128..89044-15..89711-34..545110..000000..000000..000003390LOADD1130..8384416..05766-35..075220..000000..000000..000004401LOADD1270..71677-0..22877128..042550..000000..000000..000004480LOADD1128..74655-15..88166-34..519660..000000..000000..000004481LOADD1130..7919916..04966-35..049770..000000..000000..000004492LOADD1270..55077-0..03922129..982000.000000.000000.000005571LOADD1130..93022-16..15233-35..112220..000000..000000..000005572LOADD1133..0685516..32766-35..652660..000000..000000..000005583LOADD1272..56366-0..5508899..910550..000000..000000..00000FRAMMEELLEMMENNTFOORCCESS(KN-mmUniits)FRAAMELOADDLOCPV2V3TM2M319LOADD100.00-622.824..284EE-01-2..315EE-01-3..075EE-022..050EE-021..222EE-013.3EE-01-622.824..284EE-01-2..315EE-01-3..075EE-029..645EE-02-1..837EE-026.6EE-01-622.824..284EE-01-2..315EE-01-3..075EE-021..724EE-01-1..589EE-019.8EE-01-622.824..284EE-01-2..315EE-01-3..075EE-022..484EE-01-2..995EE-0111.31-622.824..284EE-01-2..315EE-01-3..075EE-023..243EE-01-4..400EE-0121LOADD100.00-622.924..171EE-012..574EE-013..493EE-02-1..076EE-021..256EE-013.3EE-01-622.924..171EE-012..574EE-013..493EE-02-9..523EE-02-1..122EE-026.6EE-01-622.924..171EE-012..574EE-013..493EE-02-1..797EE-01-1..481EE-019.8EE-01-622.924..171EE-012..574EE-013..493EE-02-2..642EE-01-2..849EE-0111.31-622.924..171EE-012..574EE-013..493EE-02-3..486EE-01-4..218EE-0122LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0023LOADD100.00-199.76-99.9600.0000.0000.00-11.995.0EE-02-199.76-99.9600.0000.0000.00-11.491.0EE-01-199.76-99.9600.0000.0000.00-9..955EE-011.5EE-01-199.76-99.9600.0000.0000.00-4..978EE-012.0EE-0100.0000.0000.0000.0000.0000.0025LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0026LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0027LOADD100.00-622.802..787EE-01-2..242EE-01-7..010EE-032..396EE-027..251EE-023.3EE-01-622.802..787EE-01-2..242EE-01-7..010EE-039..753EE-02-1..895EE-026.6EE-01-622.802..787EE-01-2..242EE-01-7..010EE-031..711EE-01-1..104EE-019.8EE-01-622.802..787EE-01-2..242EE-01-7..010EE-032..447EE-01-2..019EE-0111.31-622.802..787EE-01-2..242EE-01-7..010EE-033..183EE-01-2..933EE-0129LOADD100.00-633.022..212EE-012..640EE-01-7..177EE-03-8..199EE-035..270EE-023.3EE-01-633.022..212EE-012..640EE-01-7..177EE-03-9..482EE-02-1..988EE-026.6EE-01-633.022..212EE-012..640EE-01-7..177EE-03-1..814EE-01-9..246EE-029.8EE-01-633.022..212EE-012..640EE-01-7..177EE-03-2..681EE-01-1..650EE-0111.31-633.022..212EE-012..640EE-01-7..177EE-03-3..547EE-01-2..376EE-0130LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0031LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0032LOADD100.00-622.982..013EE-01-2..267EE-011..063EE-022..554EE-024..678EE-023.3EE-01-622.982..013EE-01-2..267EE-011..063EE-029..993EE-02-1..928EE-026.6EE-01-622.982..013EE-01-2..267EE-011..063EE-021..743EE-01-8..533EE-029.8EE-01-622.982..013EE-01-2..267EE-011..063EE-022..487EE-01-1..514EE-0111.31-622.982..013EE-01-2..267EE-011..063EE-023..231EE-01-2..174EE-0134LOADD100.00-622.991..554EE-012..576EE-01-1..222EE-02-1..065EE-023..522EE-023.3EE-01-622.991..554EE-012..576EE-01-1..222EE-02-9..516EE-02-1..576EE-026.6EE-01-622.991..554EE-012..576EE-01-1..222EE-02-1..797EE-01-6..673EE-029.8EE-01-622.991..554EE-012..576EE-01-1..222EE-02-2..642EE-01-1..177EE-0111.31-622.991..554EE-012..576EE-01-1..222EE-02-3..487EE-01-1..687EE-0135LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0036LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0037LOADD100.00-622.861..221EE-01-2..255EE-012..488EE-022..354EE-022..244EE-023.3EE-01-622.861..221EE-01-2..255EE-012..488EE-029..752EE-02-1..762EE-026.6EE-01-622.861..221EE-01-2..255EE-012..488EE-021..715EE-01-5..767EE-029.8EE-01-622.861..221EE-01-2..255EE-012..488EE-022..455EE-01-9..773EE-0211.31-622.861..221EE-01-2..255EE-012..488EE-023..195EE-01-1..378EE-0139LOADD100.00-633.071..025EE-012..630EE-01-1..490EE-02-8..755EE-032..498EE-023.3EE-01-633.071..025EE-012..630EE-01-1..490EE-02-9..505EE-02-8..653EE-036.6EE-01-633.071..025EE-012..630EE-01-1..490EE-02-1..813EE-01-4..228EE-029.8EE-01-633.071..025EE-012..630EE-01-1..490EE-02-2..676EE-01-7..592EE-0211.31-633.071..025EE-012..630EE-01-1..490EE-02-3..539EE-01-1..095EE-0140LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0041LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0043LOADD100.00-199.76-99.9600.0000.0000.00-11.995.0EE-02-199.76-99.9600.0000.0000.00-11.491.0EE-01-199.76-99.9600.0000.0000.00-9..955EE-011.5EE-01-199.76-99.9600.0000.0000.00-4..978EE-012.0EE-0100.0000.0000.0000.0000.0000.0044LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0045LOADD100.00-622.796..116EE-03-2..228EE-012..967EE-022..495EE-02-1..322EE-023.3EE-01-622.796..116EE-03-2..228EE-012..967EE-029..805EE-02-1..523EE-026.6EE-01-622.796..116EE-03-2..228EE-012..967EE-021..711EE-01-1..723EE-029.8EE-01-622.796..116EE-03-2..228EE-012..967EE-022..442EE-01-1..924EE-0211.31-622.796..116EE-03-2..228EE-012..967EE-023..173EE-01-2..125EE-0247LOADD100.00-622.94-7..361EE-022..647EE-01-3..767EE-02-7..511EE-03-3..563EE-023.3EE-01-622.94-7..361EE-022..647EE-01-3..767EE-02-9..436EE-02-1..148EE-026.6EE-01-622.94-7..361EE-022..647EE-01-3..767EE-02-1..812EE-011..267EE-029.8EE-01-622.94-7..361EE-022..647EE-01-3..767EE-02-2..681EE-013..682EE-0211.31-622.94-7..361EE-022..647EE-01-3..767EE-02-3..549EE-016..097EE-0248LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0049LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0050LOADD100.00-622.97-8..780EE-02-2..265EE-015..429EE-022..539EE-02-5..254EE-023.3EE-01-622.97-8..780EE-02-2..265EE-015..429EE-029..972EE-02-2..373EE-026.6EE-01-622.97-8..780EE-02-2..265EE-015..429EE-021..740EE-015..079EE-039.8EE-01-622.97-8..780EE-02-2..265EE-015..429EE-022..484EE-013..389EE-0211.31-622.97-8..780EE-02-2..265EE-015..429EE-023..227EE-016..270EE-0252LOADD100.00-633.00-1..574EE-012..574EE-01-5..359EE-02-1..110EE-02-6..713EE-023.3EE-01-633.00-1..574EE-012..574EE-01-5..359EE-02-9..556EE-02-1..548EE-026.6EE-01-633.00-1..574EE-012..574EE-01-5..359EE-02-1..800EE-013..618EE-029.8EE-01-633.00-1..574EE-012..574EE-01-5..359EE-02-2..645EE-018..784EE-0211.31-633.00-1..574EE-012..574EE-01-5..359EE-02-3..490EE-011..395EE-0153LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0054LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0055LOADD100.00-622.94-2..581EE-01-2..375EE-014..463EE-021..958EE-02-1..166EE-013.3EE-01-622.94-2..581EE-01-2..375EE-014..463EE-029..750EE-02-3..194EE-026.6EE-01-622.94-2..581EE-01-2..375EE-014..463EE-021..754EE-015..273EE-029.8EE-01-622.94-2..581EE-01-2..375EE-014..463EE-022..533EE-011..374EE-0111.31-622.94-2..581EE-01-2..375EE-014..463EE-023..313EE-012..221EE-0157LOADD100.00-622.98-3..046EE-012..471EE-01-3..989EE-02-1..614EE-02-1..255EE-013.3EE-01-622.98-3..046EE-012..471EE-01-3..989EE-02-9..721EE-02-2..559EE-026.6EE-01-622.98-3..046EE-012..471EE-01-3..989EE-02-1..783EE-017..435EE-029.8EE-01-622.98-3..046EE-012..471EE-01-3..989EE-02-2..593EE-011..743EE-0111.31-622.98-3..046EE-012..471EE-01-3..989EE-02-3..404EE-012..742EE-0158LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0059LOADD100.00-199.7600.0000.0000.0000.0000.005.0EE-02-199.7600.0000.0000.0000.0000.001.0EE-01-199.7600.0000.0000.0000.0000.001.5EE-01-199.7600.0000.0000.0000.0000.002.0EE-0100.0000.0000.0000.0000.0000.0086LOADD100.007411.12-133.11-1..515EE-02-9..461EE-018..555EE-02-233.769.3EE-017411.12-133.11-1..515EE-02-9..461EE-019..963EE-02-111.5811.867411.12-133.11-1..515EE-02-9..461EE-011..137EE-016..117EE-0187LOADD100.00-633.226..353EE-01-2..388EE-01-3..890EE-022..118EE-021..211EE-013.3EE-01-633.226..353EE-01-2..388EE-01-3..890EE-029..953EE-02-8..731EE-026.6EE-01-633.226..353EE-01-2..388EE-01-3..890EE-021..779EE-01-2..958EE-019.8EE-01-633.226..353EE-01-2..388EE-01-3..890EE-022..562EE-01-5..042EE-0111.31-633.226..353EE-01-2..388EE-01-3..890EE-023..346EE-01-7..127EE-0188LOADD100.00-633.216..076EE-012..392EE-013..691EE-02-2..086EE-021..164EE-013.3EE-01-633.216..076EE-012..392EE-013..691EE-02-9..936EE-02-8..302EE-026.6EE-01-633.216..076EE-012..392EE-013..691EE-02-1..779EE-01-2..824EE-019.8EE-01-633.216..076EE-012..392EE-013..691EE-02-2..564EE-01-4..818EE-0111.31-633.216..076EE-012..392EE-013..691EE-02-3..349EE-01-6..811EE-0192LOADD100.00-2733.241..380EE-031..604EE-015..902EE-0300.0000.003.1EE-01-2733.241..380EE-031..604EE-015..902EE-03-5..045EE-02-4..340EE-046.3EE-01-2733.241..380EE-031..604EE-015..902EE-03-1..009EE-01-8..679EE-0498LOADD100.00-1366.572..053EE-021..573EE-0200.0000.0000.006.3EE-01-1366.572..053EE-021..573EE-0200.00-9..965EE-03-1..300EE-0211.27-1366.572..053EE-021..573EE-0200.00-1..993EE-02-2..600EE-0299LOADD100.00-1388.59-1..627EE-02-9..659EE-0200.0000.0000.006.3EE-01-1388.59-1..627EE-02-9..659EE-0200.006..118EE-021..031EE-0211.27-1388.59-1..627EE-02-9..659EE-0200.001..224EE-012..061EE-021100LOADD100.00-188.881022.97-3..977EE-011..268EE-011..614EE-01222.131.6EE-02-188.881022.97-3..977EE-011..268EE-011..678EE-01200.473.2EE-02-188.881022.97-3..977EE-011..268EE-011..743EE-01188.814.8EE-02-188.881022.97-3..977EE-011..268EE-011..807EE-01177.156.5EE-02-188.881022.97-3..977EE-011..268EE-011..871EE-01155.491101LOADD100.00199.961022.41-3..610EE-011..751EE-011..779EE-01155.421.0EE-01199.961022.41-3..610EE-011..751EE-012..140EE-0155.182.0EE-01199.961022.41-3..610EE-011..751EE-012..501EE-01-55.063.0EE-01199.961022.41-3..610EE-011..751EE-012..862EE-01-155.314.0EE-01199.961022.41-3..610EE-011..751EE-013..223EE-01-255.551102LOADD100.00-377.74311.61-11.629..627EE-02-1..993EE-01122.771.1EE-01-377.74311.61-11.629..627EE-02-2..123EE-0299.292.2EE-01-377.74311.61-11.629..627EE-021..569EE-0155.813.3EE-01-377.74311.61-11.629..627EE-023..350EE-0122.334.4EE-01-377.74311.61-11.629..627EE-025..131EE-01-11.151103LOADD100.0011.18311.36-7..506EE-011..712EE-014..859EE-01-11.111.0EE-0111.18311.36-7..506EE-011..712EE-015..610EE-01-44.252.0EE-0111.18311.36-7..506EE-011..712EE-016..361EE-01-77.383.0EE-0111.18311.36-7..506EE-011..712EE-017..111EE-01-100.524.0EE-0111.18311.36-7..506EE-011..712EE-017..862EE-01-133.661104LOADD100.00-388.81144.93-11.271..173EE-01-1..773EE-0188.151.8EE-01-388.81144.93-11.271..173EE-015..526EE-0255.423.7EE-01-388.81144.93-11.271..173EE-012..878EE-0122.695.5EE-01-388.81144.93-11.271..173EE-015..203EE-01-3..293EE-027.3EE-01-388.81144.93-11.271..173EE-017..528EE-01-22.761105LOADD100.00-2..655EE-02144.86-11.151..981EE-017..153EE-01-22.711.0EE-01-2..655EE-02144.86-11.151..981EE-018..301EE-01-44.192.0EE-01-2..655EE-02144.86-11.151..981EE-019..449EE-01-55.683.0EE-01-2..655EE-02144.86-11.151..981EE-0111.06-77.174.0EE-01-2..655EE-02144.86-11.151..981EE-0111.17-88.651106LOADD100.00-400.3166.70-7..100EE-01-2..786EE-02-1..254EE-0244.792.6EE-01-400.3166.70-7..100EE-01-2..786EE-021..754EE-0133.025.3EE-01-400.3166.70-7..100EE-01-2..786EE-023..634EE-0111.247.9EE-01-400.3166.70-7..100EE-01-2..786EE-025..514EE-01-5..310EE-0111.06-400.3166.70-7..100EE-01-2..786EE-027..394EE-01-22.311107LOADD100.00-11.4766.93-5..280EE-01-4..007EE-037..050EE-01-22.191.0EE-01-11.4766.93-5..280EE-01-4..007EE-037..578EE-01-22.882.0EE-01-11.4766.93-5..280EE-01-4..007EE-038..105EE-01-33.583.0EE-01-11.4766.93-5..280EE-01-4..007EE-038..633EE-01-44.274.0EE-01-11.4766.93-5..280EE-01-4..007EE-039..161EE-01-44.961108LOADD100.00-211.87-1000.26-8..974EE-02-3..198EE-021..370EE-01-211.631.6EE-02-211.87-1000.26-8..974EE-02-3..198EE-021..384EE-01-200.013.2EE-02-211.87-1000.26-8..974EE-02-3..198EE-021..399EE-01-188.394.8EE-02-211.87-1000.26-8..974EE-02-3..198EE-021..413EE-01-166.776.5EE-02-211.87-1000.26-8..974EE-02-3..198EE-021..428EE-01-155.161109LOADD100.00166.93-988.76-8..040EE-021..771EE-031..361EE-01-144.841.0EE-01166.93-988.76-8..040EE-021..771EE-031..441EE-01-44.962.0EE-01166.93-988.76-8..040EE-021..771EE-031..521EE-0144.923.0EE-01166.93-988.76-8..040EE-021..771EE-031..602EE-01144.794.0EE-01166.93-988.76-8..040EE-021..771EE-031..682EE-01244.671110LOADD100.00-400.4844.73-8..336EE-013..281EE-02-1..123EE-0133.422.6EE-01-400.4844.73-8..336EE-013..281EE-021..084EE-0122.175.3EE-01-400.4844.73-8..336EE-013..281EE-023..291EE-019..172EE-017.9EE-01-400.4844.73-8..336EE-013..281EE-025..498EE-01-3..356EE-0111.06-400.4844.73-8..336EE-013..281EE-027..706EE-01-11.591111LOADD100.00-11.6755.23-6..385EE-019..017EE-027..342EE-01-11.431.0EE-01-11.6755.23-6..385EE-019..017EE-027..980EE-01-11.952.0EE-01-11.6755.23-6..385EE-019..017EE-028..619EE-01-22.473.0EE-01-11.6755.23-6..385EE-019..017EE-029..257EE-01-33.004.0EE-01-11.6755.23-6..385EE-019..017EE-029..896EE-01-33.521112LOADD100.00-477.84-55.63-5..306EE-01-5..087EE-021..459EE-01-22.991.8EE-01-477.84-55.63-5..306EE-01-5..087EE-022..428EE-01-11.963.7EE-01-477.84-55.63-5..306EE-01-5..087EE-023..397EE-01-9..346EE-015.5EE-01-477.84-55.63-5..306EE-01-5..087EE-024..366EE-019..355EE-027.3EE-01-477.84-55.63-5..306EE-01-5..087EE-025..335EE-0111.121113LOADD100.00-99.05-44.79-4..384EE-01-3..481EE-025..092EE-0111.321.0EE-01-99.05-44.79-4..384EE-01-3..481EE-025..530EE-0111.802.0EE-01-99.05-44.79-4..384EE-01-3..481EE-025..968EE-0122.283.0EE-01-99.05-44.79-4..384EE-01-3..481EE-026..407EE-0122.764.0EE-01100.71-44.79-4..384EE-01-3..481EE-026..845EE-0133.241114LOADD10
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 二零二五年度新能源材料名義合伙人合同4篇
- 2025年儲(chǔ)煤場(chǎng)租賃與智能化倉(cāng)儲(chǔ)解決方案合同4篇
- 二零二五年度農(nóng)藥產(chǎn)品市場(chǎng)拓展銷售合同4篇
- 二零二五美容院美容院美容院美容院美容產(chǎn)品售后服務(wù)合同2篇
- 二零二五年度醫(yī)療健康行業(yè)借款合同協(xié)議2篇
- 2025年度個(gè)人鋼結(jié)構(gòu)景觀構(gòu)筑物施工合同范本2篇
- 2025年廚房改造與承包施工合同范本4篇
- 二零二五年度爬架租賃與環(huán)保驗(yàn)收合同4篇
- 2025年度車輛牌照租賃與新能源補(bǔ)貼申請(qǐng)服務(wù)合同3篇
- 二零二五年度電梯工程智能化控制系統(tǒng)開發(fā)合同范本3篇
- 霧化吸入療法合理用藥專家共識(shí)(2024版)解讀
- 2021年全國(guó)高考物理真題試卷及解析(全國(guó)已卷)
- 拆遷評(píng)估機(jī)構(gòu)選定方案
- 趣味知識(shí)問答100道
- 鋼管豎向承載力表
- 2024年新北師大版八年級(jí)上冊(cè)物理全冊(cè)教學(xué)課件(新版教材)
- 人教版數(shù)學(xué)四年級(jí)下冊(cè)核心素養(yǎng)目標(biāo)全冊(cè)教學(xué)設(shè)計(jì)
- JJG 692-2010無創(chuàng)自動(dòng)測(cè)量血壓計(jì)
- 三年級(jí)下冊(cè)口算天天100題(A4打印版)
- 徐州市2023-2024學(xué)年八年級(jí)上學(xué)期期末地理試卷(含答案解析)
- CSSD職業(yè)暴露與防護(hù)
評(píng)論
0/150
提交評(píng)論