拉索式點連接全玻璃幕墻(新)

#2Xb4>b)3Xbba荷載AAA0.60.0410.176-0090.80.0930.254-00221.00.1670.3460.0921.20.2570.4460.2251.40.3540.5410.3581.60.4500.6270.4771.80.5380.6990.578分配系數(shù)AAAA0.250-00480.357-00倫0.3370.CB20.4550.(570.4210.1420.5590.2200.5080.2020.6630360.負(fù)40.3740.7580.5600.6)00.4690.8380.6)80.7)30.5470.9010.809附：表(2)ba荷載分配系數(shù)M1M.M.M4iiiiioooob\4^i<)ooob\0.2960.4000.5000.5830.6460.6920.7260.0260.1520.2820.3910.4740.5360.5820.4470.5860.7180.8250.9040.9590.9970.0590.2780.5000.6840.8200.9160.982b_a荷載分配系數(shù)M1M2M3M4M5M60.60.81.01.21.41.61.80.3030.3770.4550.5290.5940.6480.6910.0110.0870.1840.2840.3740.4990.509-0.0660.0100.1120.2180.3130.3920.4550.4600.5510.6440.7340.8120.8760.9250.0350.1670.3290.4920.6370.7550.846-0.1090.0220.2040.3930.5630.7020.811ba荷載分配系數(shù)M1M2M3M4M5M6M7M8M90.60.81.01.21.41.61.80.3220.4130.5000.5720.6260.6670.6980.0570.1610.2680.3580.4280.4810.521-0.0050.1030.2130.3050.3750.4280.4680.5050.6220.7320.8210.8860.9310.9620.1250.3120.5000.6550.7710.8540.912-0.0060.1990.4110.5890.7230.8190.8870.5570.6760.7870.8780.9450.9931.0250.1550.3730.5890.7650.8940.9841.044-0.0050.2430.5000.7130.8690.9771.050附：表（3）玻璃計算支承系數(shù)表lMxMy—lyM=0M=1/8M=1/6M=1/5M=0.3M=0M=1/8M=1/6M=1/5M=0.30.500.01530.01800.01890.01960.02140.12210.12210.12210.12210.12230.550.02090.02360.02450.02520.02710.12100.12110.12120.12130.12160.600.02720.03010.03100.03170.03370.11980.12020.12030.12040.12080.650.03440.03730.03820.03890.04100.11840.11890.11910.11930.11990.700.04240.04530.04620.04690.04900.11690.11760.11790.11810.11890.750.05120.05400.05490.05560.05770.11530.11630.11660.11690.11780.800.06070.06340.06430.06500.06710.11360.11490.11530.11560.11670.850.07090.07360.07450.07520.07720.11180.11330.11380.11420.11550.900.08180.08450.08540.08610.08810.10990.11170.11230.11280.11430.950.09350.09610.09690.09760.09960.10790.11000.11070.11130.11301.000.10580.10830.10910.10980.11170.10580.10830.10910.10980.1117lMoxMoylyM=0M=1/8M=1/6M=1/5M=0.3M=0M=1/8M=1/6M=1/5M=0.3

0.500.06540.06070.05920.05800.05440.13020.13040.13040.13040.13010.550.07280.06810.06660.06540.06180.13210.13200.13190.13180.13140.600.08050.07590.07440.07320.06950.13420.13390.13370.13360.13300.650.08870.08410.08260.08140.07780.13660.13610.13580.13560.13470.700.09730.09280.09130.09010.08650.13930.13840.13800.13770.13650.750.10630.10210.10060.09940.09580.14210.14080.14030.13990.13850.800.11590.11170.11030.10910.10560.14520.14350.14290.14240.14070.850.12600.12200.12060.11950.11600.14850.14640.14560.14500.14290.900.13660.13270.13140.13030.12690.15200.14940.14850.14770.14530.950.14780.14400.14270.14160.13840.15570.15260.15150.15060.14791.000.15950.15590.15470.15370.15050.15950.15590.15470.15370.1505鋼絲繩斷面與破斷拉力僅供參考）6X7+lws6X19+lws繩公稱直徑（mm）鋼絲直徑（mm）繩斷面（mm2）fPTK(N)鋼絲公稱抗拉強(qiáng)度（N/mm2）30.344.996370仃430)3.50.46.217644(1240)4,00.457.869506仃220)5.00.5612.1814700(1220)6.00.6616.9118620(1120)2.50.152.354410(1890)3.00.204.126370仃530)4,50.288.2612250(1500)5.00.3311.4716600(1460)6.00.4016.8623520(1410)8.00.5430.7340050(1320)9.00.6037.9446060(1220)10.00.6645.9154880仃210)12.00.7864.1273500仃160)14.00.9085.3798200仃160)15.00.98101.22116400仃160)16.01.04114.00128800(1140)18.01.20151.77169900仃130)20.01.30177.06198300(1130)22.01.40206.58