框支玻璃幕墻自動計算表格

框支玻璃計算,,,,,,,,,,,,

,,,,,,,,,,,,,

風(fēng)荷載參數(shù),,自重荷載,,活荷載,,使用注意,需要輸入值,,,,,

工程地點,北京,玻璃自重計算,0.31,年限調(diào)整系數(shù)γ,1,,過程結(jié)果值,,,,,

設(shè)計年限,50,玻璃自重計算*125%,0.38,活荷載標(biāo)準(zhǔn)值SAK,0.5,,最終結(jié)果,,,,,

計算高度,48,自重標(biāo)準(zhǔn)值GAK,0.40,活荷載設(shè)計值SKA,0.7,面荷載單位未標(biāo)明者為KN/平方米,,,,,,

地面粗糙度,B,自重設(shè)計值GKA,0.48,雪荷載,,1MPa=1N/mm2,,,,,,

體型系數(shù)編號,1,地震荷載,,基本雪壓,#REF!,1kPa=1KN/m2,,,,,,

面板μS1體形系數(shù),1.60,抗震烈度,#REF!,雪荷載分布系數(shù),1,1Pa=1N/m2,,,,,,

構(gòu)件μS1體形系數(shù),1.45,地震加速度,#REF!,雪荷載標(biāo)準(zhǔn)值SAK,#REF!,玻璃面板,,,,,,

βgz陣風(fēng)系數(shù),1.554,水平地震影響系數(shù)αmax,#REF!,雪荷載設(shè)計值SKA,#REF!,12,,,,,,

高度系數(shù)μZ,1.6,地震標(biāo)準(zhǔn)值qEK,#REF!,從屬面積寬度,1500,25.6,,,,,,

W0基本風(fēng)壓,#REF!,地震設(shè)計值qE,#REF!,從屬面積高度,3800,0.3072,,,,,,

,,,,,,0.36864,,,,,,

體型系數(shù),,,,,,,,,,,,

1,,2,,3,,4,,,,,,

墻面面板,構(gòu)件,屋面面板,構(gòu)件,采光頂,構(gòu)件,突出構(gòu)件，雨篷,,,,,,

-1.4,1,-1.5,1,-0.9,1.00,,,,,,,

-1.12,25,-0.9,25,-0.54,25.00,,,,,,,

,5.7,,5.7,,5.70,,,,,,,

-1.4,-1.25,-1.5,-1.18,-0.9,-0.90,-2,,,,,,

-1.60,-1.45,-1.70,-1.38,-1.10,-1.10,,,,,,,

面板，連接組合荷載設(shè)計值,,,,,,玻璃面夾角α,,,,,,

風(fēng)荷載,,墻面,,屋面，采光頂，雨篷,,90,,,,,,

WK風(fēng)荷載標(biāo)準(zhǔn)值,#REF!,垂直面板方向,平行面板方向,向上（負(fù)壓）,向下（正壓）,,,,,,,

W風(fēng)荷載設(shè)計值,#REF!,#REF!,#REF!,#REF!,#REF!,,,,,,,

構(gòu)件組合荷載設(shè)計值,,,,,,,,,,,,

風(fēng)荷載,,墻面,,屋面，采光頂，雨篷,,,,,,,,

WK風(fēng)荷載標(biāo)準(zhǔn)值,#REF!,垂直面板方向,平行面板方向,向上（負(fù)壓）,向下（正壓）,,,,,,,

W風(fēng)荷載設(shè)計值,#REF!,#REF!,#REF!,#REF!,#REF!,,,,,,,

玻璃計算,,,,,,,,,,,,

玻璃短邊邊長a(mm),1500,玻璃等效厚度t(mm),7.182,撓度參數(shù)θ,#REF!,,,,,,,

玻璃長邊邊長b(mm),2700,玻璃剛度D(N*mm),2.31E+06,撓度折減系數(shù)η,#REF!,,,,,,,

a/b,0.56,m：彎矩系數(shù),0.0927,玻璃撓度（mm）,#REF!,,,,,,,

"中空1,夾膠2,單片3",1,撓度系數(shù)μ,0.0093,相對撓度,#REF!,,,,,,,

外片厚t1(mm),6,玻璃彈性模量E(MPa),7.20E+04,外片應(yīng)力(MPa),#REF!,,,,,,,

內(nèi)片厚t2(mm)/單片,6,玻璃泊松比,0.2,內(nèi)片/單玻應(yīng)力(MPa),#REF!,,,,,,,

中空玻璃(外片),,中空玻璃(內(nèi)片)/單玻璃,,夾膠玻璃(外片),,夾膠玻璃(內(nèi)片),,,,,,

自重標(biāo)準(zhǔn)值GK1,0.1536,自重標(biāo)準(zhǔn)值GK2,0.1536,自重標(biāo)準(zhǔn)值GK1,0.1536,自重標(biāo)準(zhǔn)值GK2,0.1536,,,,,

風(fēng)荷載標(biāo)準(zhǔn)值WK1,#REF!,風(fēng)荷載標(biāo)準(zhǔn)值WK2,#REF!,風(fēng)荷載標(biāo)準(zhǔn)值WK1,#REF!,風(fēng)荷載標(biāo)準(zhǔn)值WK2,#REF!,,,,,

風(fēng)荷載設(shè)計值W1,#REF!,風(fēng)荷載設(shè)計值W2,#REF!,風(fēng)荷載設(shè)計值W1,#REF!,風(fēng)荷載設(shè)計值W2,#REF!,,,,,

地震標(biāo)準(zhǔn)值qEK1,#REF!,地震標(biāo)準(zhǔn)值qEK2,#REF!,地震標(biāo)準(zhǔn)值qEK1,#REF!,地震標(biāo)準(zhǔn)值qEK2,#REF!,,,,,

地震設(shè)計值qE1,#REF!,地震設(shè)計值qE2,#REF!,地震設(shè)計值qE1,#REF!,地震設(shè)計值qE2,#REF!,,,,,

荷載標(biāo)準(zhǔn)值qK1,#REF!,荷載標(biāo)準(zhǔn)值qK2,#REF!,荷載標(biāo)準(zhǔn)值qK1,#REF!,荷載標(biāo)準(zhǔn)值qK2,#REF!,,,,,

荷載設(shè)計值q1,#REF!,荷載設(shè)計值q2,#REF!,荷載設(shè)計值q1,#REF!,荷載設(shè)計值q2,#REF!,,,,,

應(yīng)力參數(shù)θ1,#REF!,應(yīng)力參數(shù)θ2,#REF!,應(yīng)力參數(shù)θ1,#REF!,應(yīng)力參數(shù)θ2,#REF!,,,,,

應(yīng)力折減系數(shù)η1,#REF!,應(yīng)力折減系數(shù)η2,#REF!,應(yīng)力折減系數(shù)η1,#REF!,應(yīng)力折減系數(shù)η2,#REF!,,,,,

外片應(yīng)力(MPa),#REF!,內(nèi)片應(yīng)力(MPa),#REF!,外片應(yīng)力(MPa),#REF!,內(nèi)片應(yīng)力(MPa),#REF!,,,,,

,,,,,,,,,,,,,

隱框，半隱框結(jié)構(gòu)膠計算,,,,,,單元板塊變形,,,,,,

膠短效強度f1(MPa),0.2,膠風(fēng)荷載寬度Cs1(mm),#REF!,結(jié)構(gòu)膠變位承受能力（%）,0.1,豎向邊長l1(mm),2700,橫梁伸縮縫(mm),,,,

膠長效強度f2(MPa),0.01,膠風(fēng)+地震寬Cs2(mm),#REF!,主體結(jié)構(gòu)層間位移角限制,800,橫向邊長l2(mm),1500,2.8,PASS,,,

風(fēng)荷載設(shè)計值,#REF!,膠自重寬度Cs3(mm),17.8,層間變位折減系數(shù),1,與左右框的平均間隙c1(mm),3,立柱伸縮縫(mm),,,,

地震荷載設(shè)計值,#REF!,倒掛膠寬度Cs4(mm),#REF!,溫差,80,與上下框的平均間隙c2(mm),4,7.1,PASS,,,

自重荷載設(shè)計值,0.3686,粘接厚度ts(mm),13.7,玻璃相對框的位移（考慮溫度引起位移）(mm),6.291,玻璃與框間隙(mm),28.8,14.25,,,,

,,,,,,,,PASS,,,,

玻璃托板計算,,,,,,,,,,,,

托板懸挑長度mm,28,A(mm^2),396,單個自重集中荷載設(shè)計值N(N),972,抗剪強度(MPa),2.5,,,,,

玻璃重心距根部距離D，mm,16,W(mm^3),198,彎矩設(shè)計值M(N*mm),15552,抗彎強度(MPa),74.8,,,,,

托板根部寬度B，mm,132,I(mm^4),297,單個自重集中荷載標(biāo)準(zhǔn)值N(N),810,變形(mm),0.11,,,,,

托板根部厚度t，mm,3,彈性模量E(MPa),70000,,,變形限值(mm),0.28,,,,,

立柱,,,,,,,,,,,,

荷載寬度B(mm),1500,彎矩系數(shù)m,0.1250,軸力N(KN),#REF!,,Area=370.177,,立柱帶裝飾條,,,

總跨高H(mm),3800,撓度系數(shù)μ,0.01302,彎矩Mx(KN*m),#REF!,,Ix=153859.0,,扣蓋體型系數(shù),1.60,立柱截面寬度（mm）,80.00

型材截面積A(mm^2),370.177,剪力系數(shù)λ,0.5000,剪力V(KN),#REF!,,Iy=177250.0,,側(cè)向風(fēng)荷載標(biāo)準(zhǔn)值（KN/M2）,#REF!,立柱截面長度（mm）,150.00

Ix(mm^4),153859,W線k(N/mm),#REF!,剪切厚度t（mm）,5,,Yx=24.9682,,側(cè)向風(fēng)荷載設(shè)計值（KN/M2）,#REF!,,

Wx(mm^3),6162.18,q線(N/mm),#REF!,剪應(yīng)力τ(MPa),#REF!,,Yy=30.3275,,裝飾條懸挑長度（M）,0.45,,

Sx(mm^3),3528.71,,,應(yīng)力(MPa),#REF!,,Wx=6162.18,,立柱跨度（M）,3.8,,

"簡支1,雙支2,連續(xù)3跨，連續(xù)5跨",1,立柱材質(zhì),1,折算應(yīng)力(MPa),#REF!,,Wy=5844.53,,側(cè)向力F（KN）,#REF!,,

雙支短跨高度h1(mm),700,"鋁材1,鋼材2,其他輸入彈性模量！",,撓度(mm),#REF!,,Sx=3528.71,,扣蓋到立柱形心距離（M）,0.37,,

h1/H,0.1842,彈性模量E(MPa),70000,相對撓度,#REF!,,Sy=3574.79,,扭矩（KN*M）,#REF!,,

,,,,,,,,,壁厚1（mm）,3.00,τ=,

橫梁,,,,,,,,,壁厚2（mm）,3.00,,

橫梁長度B(mm),1500,q線GK（N/mm)Y方向,0.9000,自重彎矩Mx(N*mm),#REF!,,Area=370.177,,剪應(yīng)力（N/mm2）,#REF!,,

自重高度H(mm),2250,q線GK（N/mm)X方向,0.0000,自重剪力Vy(N),#REF!,,Ix=153859.0,,,,,

上荷載高度H1（mm）,1125,W線K1（N/mm),#REF!,水平彎矩My(N*mm),#REF!,,Iy=177250.0,,立柱總應(yīng)力（N/mm2）,#REF!,σ=,

下荷載高度H2（mm）,500,W線K2（N/mm),#REF!,水平剪力Vx(N),#REF!,,Yx=24.9682,,,,,

水平荷載形狀,1,q線G（N/mm),#REF!,自重剪切厚度ty(mm),5,,Yy=30.3275,,,,,

非矩形1上矩形2下矩形3上下矩形4,,q線1（N/mm),#REF!,水平剪切厚度tx(mm),5,,Wx=6162.18,,,,,

Ix(mm^4),153859,q線2（N/mm),#REF!,自重剪應(yīng)力τy(N/mm^2),#REF!,,Wy=5844.53,,,,,

Iy(mm^4),177250,自重：均布1，兩力2,1,水平剪應(yīng)力τx(N/mm^2),#REF!,,Sx=3528.71,,,,,

Wx(mm^3),6162.18,自重兩墊塊位置,0.25,應(yīng)力(N/mm^2),#REF!,,Sy=3574.79,,,,,

Wy(mm^3),5844.53,橫梁材質(zhì),1,自重?fù)隙?mm),5.5,3mm,,,,,,

面積矩Sx（mm^3）,3528.71,"鋁材1,鋼材2,其他輸入彈性模量！",,自重相對撓度,272,,,,,,,

面積矩Sy（mm^3）,3574.79,彈性模量E(MPa),70000,風(fēng)荷載撓度(mm),#REF!,,,,,,,

,,,,風(fēng)荷載相對撓度,#REF!,,,,,,,

,,,,,,,,,,,,,

,多跨鉸接連續(xù)梁立柱計算,,,,,,,和,,,,

風(fēng)荷載標(biāo)準(zhǔn)值(kn/m^2),WK,#REF!,地震荷載作用(kn/m^2),qek,#REF!,a1,,0.3,,,,

風(fēng)荷載分項系數(shù),rw,1.4,地震荷載分項系數(shù),r,1.3,L1,,3.3,,,,

幕墻立柱計算分格寬(m),B,1.5,地震荷載標(biāo)準(zhǔn)值(kn/m),qek,#REF!,a2,,0.3,,,,

風(fēng)荷載標(biāo)準(zhǔn)值(kn/m),qwk,#REF!,地震荷載設(shè)計值(kn/m),qe,#REF!,L2,,3.3,,,,

風(fēng)荷載設(shè)計值(kn/m),qw,#REF!,幕墻自重（N/m^2),GAK,#REF!,a3,,0.3,,,,

四跨以上等跨鉸接連續(xù)靜定梁,,,結(jié)構(gòu)自重分項系數(shù),r,1.2,L3,,3.3,,,,

組合荷載設(shè)計值(kn/m),q,#REF!,幕墻立柱計算跨度（m),L,3600,a4,,0.3,,,,

組合荷載標(biāo)準(zhǔn)值(kn/m),qk,#REF!,幕墻立柱拉力設(shè)計值(kn),N,#REF!,L4,,3.3,,,,

(m),a,0.3,幕墻立柱截面的面積（mm^2),A,370.177,a5,,0.3,,,,

(m),L,3.3,幕墻立柱截面的慣性矩(mm^4),I,153859,L5,,3.3,,,,

(kn),Pi,#REF!,幕墻立柱截面的抗彎矩(mm^3),W,6162.18,a6,,0.3,,,,

(kn-m),Mi,#REF!,幕墻立柱截面的面積矩(mm^3),S,3528.71,L6,,3.3,,,,

(N),Ni,#REF!,幕墻立柱截面的壁厚（mm),t,5,,,,,,,

(kn),Vi中,#REF!,幕墻立柱的彈性模量（N/mm^2),E,70000,,,,,,,

(N/mm^2),σi,#REF!,<fgs,,,,,,,,,

(N/mm^2),τi,#REF!,,,,,,,,,,

(N/mm^2),σzs,#REF!,<1.1fgs,,,,,,,,,

(mm),Ui中,#REF!,,,,,,,,,,

(mm),U(i+1)c,#REF!,,,,,,,,,,

(mm),U總,#REF!,<20mm,,,,,,,,,

,L/U總,#REF!,>180,,,,,,,,,

,第一跨,,第二跨,,第三跨,,,,,,,

,P1,,P2,#REF!,P3,#REF!,,,,,,

(kn),RB1,#REF!,RB2,#REF!,RB3,#REF!,,,,,,

(kn-m),,,Ma2,#REF!,Ma3,#REF!,,,,,,

跨中(kn-m),M1,#REF!,M2,#REF!,M3,#REF!,,,,,,

(kn),VB1,#REF!,V2a,#REF!,V3a,#REF!,,,,,,

(kn),,,V2a,#REF!,V3a,#REF!,,,,,,

(N/mm^2),σ1,#REF!,σ2,#REF!,σ3,#REF!,,,,,,

(N/mm^2),τ1,#REF!,τ2,#REF!,τ3,#REF!,,,,,,

,跨中f1,#REF!,跨中f2,#REF!,跨中f3,#REF!,,,,,,

,B支座fb2,#REF!,B支座fb3,#REF!,B支座fb4,#REF!,,,,,,

,f1總,#REF!,f2總,#REF!,f3總,#REF!,,,,,,

,L/U總,#REF!,L/U總,#REF!,L/U總,#REF!,,,,,,

,第四跨,,第五跨,,第六跨,,,,,,,

,P4,#REF!,P5,#REF!,P6,#REF!,,,,,,

,RB4,#REF!,RB5,#REF!,RB6,#REF!,,,,,,

,Ma4,#REF!,Ma5,#REF!,Ma6,#REF!,,,,,,

,M4,#REF!,M5,#REF!,M6,#REF!,,,,,,

,V4a,#REF!,V5a,#REF!,V4a,#REF!,,,,,,

,V4a,#REF!,V5a,#REF!,V6a,#REF!,,,,,,

,σ4,#REF!,σ5,#REF!,σ6,#REF!,,,,,,

,τ4,#REF!,τ5,#REF!,τ6,#REF!,,,,,,

,跨中f4,#REF!,跨中f5,#REF!,跨中f6,#REF!,,,,,,

,B支座fb5,#REF!,B支座fb5,#REF!,B支座fb7,#REF!,,,,,,

,f4總,#REF!,f5總,#REF!,f6總,#REF!,,,,,,

,L/U總,#REF!,L/U總,#REF!,L/U總,#REF!,,,,,,

,多跨鉸接連續(xù)一次超靜定梁立柱計算,,,,,,,和,,,,

風(fēng)荷載標(biāo)準(zhǔn)值(kn/m^2),WK,#REF!,地震荷載作用(kn/m^2),qek,#REF!,a1,,0.3,,,,

風(fēng)荷載分項系數(shù),rw,1.4,地震荷載分項系數(shù),r,1.3,L1,,3.2,,,,

幕墻立柱計算分格寬(m),B,1.5,地震荷載標(biāo)準(zhǔn)值(kn/m),qek,#REF!,a2,,0.3,,,,

風(fēng)荷載標(biāo)準(zhǔn)值(kn/m),qwk,#REF!,地震荷載設(shè)計值(kn/m),qe,#REF!,L2,,3.2,,,,

風(fēng)荷載設(shè)計值(kn/m),qw,#REF!,幕墻自重（N/m^2),GAK,#REF!,a3,,0.3,,,,

四跨以上等跨鉸接連續(xù)靜定梁,,,結(jié)構(gòu)自重分項系數(shù),r,1.2,L3,,3.2,,,,

組合荷載設(shè)計值(kn/m),q,#REF!,幕墻立柱計算跨度（m),L,4200,a4,,0.3,,,,

組合荷載標(biāo)準(zhǔn)值(kn/m),qk,#REF!,幕墻立柱拉力設(shè)計值(kn),N,#REF!,L4,,3.2,,,,

(m),a,0.3,幕墻立柱截面的面積（mm^2),A,370.177,a5,,0.3,,,,

(m),L,3.2,幕墻立柱截面的慣性矩(mm^4),I,153859,L5,,3.2,,,,

(m),D,0.7,幕墻立柱截面的抗彎矩(mm^3),W,6162.18,a6,,0.3,,,,

,,,幕墻立柱截面的面積矩(mm^3),S,3528.71,L6,,3.2,,,,

,,,幕墻立柱截面的壁厚（mm),t,5.00,,,,,,,

,,,幕墻立柱的彈性模量（N/mm^2),E,70000,,,,,,,

,第一跨,,第二跨,,第三跨,,第四跨,,,,,

,P1,,P2,#REF!,P3,#REF!,P4,#REF!,,,,

(kn),RB1,#REF!,RB2,#REF!,RB3,#REF!,RB4,#REF!,,,,

(kn-m),,,Ma2,#REF!,Ma3,#REF!,Ma3,#REF!,,,,

,,,Md2,#REF!,Md3,#REF!,Md3,#REF!,,,,

跨中(kn-m),M1,#REF!,M2,#REF!,M3,#REF!,M3,#REF!,,,,

(kn),VB1,#REF!,V2D,#REF!,V3D,#REF!,V3D,#REF!,,,,

(kn),,,V2D,#REF!,V3D,#REF!,V3D,#REF!,,,,

(N/mm^2),σ1,#REF!,σ2,#REF!,σ3,#REF!,σ3,#REF!,,,,

(N/mm^2),τ1,,τ2,#REF!,τ3,#REF!,τ3,#REF!,,,,

,,,跨中f3,#REF!,跨中f3,#REF!,,,,,,

,,,B支座fb4,#REF!,B支座fb4,#REF!,,,,,,

,,,f3總,#REF!,f3總,#REF!,,,,,,

,,,L/U總,#REF!,L/U總,#REF!,,,,,,

βgz陣風(fēng)系數(shù),,,,,,,,,,,,

離地面海平面高度,地面粗糙程度,,,,計算公式用高度,,,,,,,

,A,B,C,D,,,,,,,,

5,1.65,1.7,2.05,2.4,550,,,,,,,

10,1.6,1.7,2.05,2.4,500,,,,,,,

15,1.57,1.66,2.05,2.4,450,,,,,,,

20,1.55,1.63,1.99,2.4,400,,,,,,,

30,1.53,1.59,1.9,2.4,350,,,,,,,

40,1.51,1.57,1.85,2.29,300,,,,,,,

50,1.49,1.55,1.81,2.2,250,,,,,,,

60,1.48,1.54,1.78,2.14,200,,,,,,,

70,1.48,1.52,1.75,2.09,150,,,,,,,

80,1.47,1.51,1.73,2.04,100,,,,,,,

90,1.46,1.5,1.71,2.01,90,,,,,,,

100,1.46,1.5,1.69,1.98,80,,,,,,,

150,1.43,1.47,1.63,1.87,70,,,,,,,

200,1.42,1.45,1.59,1.79,60,,,,,,,

250,1.41,1.43,1.57,1.74,50,,,,,,,

300,1.4,1.42,1.54,1.7,40,,,,,,,

350,1.4,1.41,1.53,1.67,30,,,,,,,

400,1.4,1.41,1.51,1.64,250,,,,,,,

450,1.4,1.41,1.5,1.62,15,,,,,,,

500,1.4,1.41,1.5,1.6,10,,,,,,,

550,1.4,1.41,1.5,1.59,5,,,,,,,

βgz陣風(fēng)系數(shù),,,,,,,,,,,,

高度,A,B,C,D,,,,,,,,

40,1.51,1.57,1.85,2.29,,,,,,,,

50,1.49,1.55,1.81,2.2,,,,,,,,

48,1.494,1.554,1.818,2.218,,,,,,,,

高度系數(shù)μZ,,,,,,,,,,,,

離地面海平面高度,地面粗糙程度,,,,計算公式用高度,,,,,,,

,A,B,C,D,,,,,,,,

5,1.09,1,0.65,0.51,550,,,,,,,

10,1.28,1,0.65,0.51,500,,,,,,,

15,1.42,1.13,0.65,0.51,450,,,,,,,

20,1.52,1.23,0.74,0.51,400,,,,,,,

30,1.67,1.39,0.88,0.51,350,,,,,,,

40,1.79,1.52,1,0.6,300,,,,,,,

50,1.89,1.62,1.1,0.69,250,,,,,,,

60,1.97,1.71,1.2,0.77,200,,,,,,,

70,2.05,1.79,1.28,0.84,150,,,,,,,

80,2.12,1.87,1.36,0.91,100,,,,,,,

90,2.18,1.93,1.43,0.98,90,,,,,,,

100,2.23,2,1.5,1.04,80,,,,,,,

150,2.46,2.25,1.79,1.33,70,,,,,,,

200,2.64,2.46,2.03,1.58,60,,,,,,,

250,2.78,2.63,2.24,1.81,50,,,,,,,

300,2.91,2.77,2.43,2.02,40,,,,,,,

350,2.91,2.91,2.6,2.22,30,,,,,,,

400,2.91,2.91,2.76,2.4,250,,,,,,,

450,2.91,2.91,2.91,2.58,15,,,,,,,

500,2.91,2.91,2.91,2.74,10,,,,,,,

≥550,2.91,2.91,2.91,2.91,5,,,,,,,

高度系數(shù)μZ,,,,,,,,,,,,

高度,A,B,C,D,,,,,,,,

40,1.79,1.52,1,0.6,,,,,,,,

50,1.89,1.62,1.1,0.69,,,,,,,,

48,1.87,1.6,1.08,0.672,,,,,,,,

,,,,,,,,,,,,,

m：玻璃彎矩系數(shù)（四邊簡支）,,玻璃撓度系數(shù)（四邊簡支）,,玻璃應(yīng)力與撓度折減系數(shù),,,,,,,,

a/b,m,a/b,μ,θ,η,玻璃外片θ1,η,,,,,

0,0.125,0,0.01302,5,1,#REF!,#REF!,,,,,

0.25,0.123,0.2,0.01297,10,0.96,#REF!,#REF!,,,,,

0.33,0.118,0.25,0.01282,20,0.92,#REF!,#REF!,,,,,

0.4,0.115,0.33,0.01223,40,0.84,,,,,,,

0.5,0.1,0.5,0.01013,60,0.78,玻璃內(nèi)片θ2,η,,,,,

0.55,0.0934,0.55,0.0094,80,0.73,#REF!,#REF!,,,,,

0.6,0.0868,0.6,0.00867,100,0.68,#REF!,#REF!,,,,,

0.65,0.0804,0.65,0.00796,120,0.65,#REF!,#REF!,,,,,

0.7,0.0742,0.7,0.00727,150,0.61,,,,,,,

0.75,0.0683,0.75,0.00663,200,0.57,玻璃撓度θ,η(折減系數(shù)),,,,,

0.8,0.0628,0.8,0.00603,250,0.54,#REF!,#REF!,,,,,

0.85,0.0576,0.85,0.00547,300,0.52,#REF!,#REF!,,,,,

0.9,0.052