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1、HAIBO-6.SJxxxxxxPK11.EXExxxxxxDATA:5/25/2007-总信息-节点总数=27柱子总数=22梁数=14能否规那么框架=20600支座束缚数=5标准截面总数=3活载盘算信息=1风活载盘算信息=0抗震品级=2柱砼品级=0梁砼品级=0梁柱主筋级不=3梁柱箍筋级不=1柱保护层=35梁保护层=35柱梁自重盘算信息=2根底盘算信息=0输入方法=1柱盘算长度思索GB50010-2022第-3条规矩=0-节点坐标-节点号x坐标y坐标节点号x坐标y坐标节点号x坐标y坐标-柱杆件关系号(左为上部节点号,右为下部节点号)-(1)231(2)242(3)253(4)264(5)275
2、(6)16(7)27(8)38(9)49(10)510(11)811(12)912(13)1013(14)1114(15)1215(16)1316(17)1417(18)1518(19)1619(20)1720(21)1821(22)1922-梁杆件关系号(左为左边节点号,右为左边节点号)-(1)12(2)34(3)45(4)67(5)89(6)910(7)1112(8)1213(9)1415(10)1516(11)1718(12)1819(13)2023(14)2122-支座束缚信息-(1)23111(2)24111(3)25111(4)26111(5)27111-柱盘算长度系数-柱立体外盘
3、算长度-节点公平值-标准截面数据-柱截面范例号-(1)1(2)1(3)1(4)1(5)1(6)1(7)1(8)1(9)1(10)1(11)2(12)2(13)2(14)2(15)2(16)2(17)2(18)2(19)2(20)2(21)2(22)2-梁柱截面范例号-(1)3(2)3(3)3(4)3(5)3(6)3(7)3(8)3(9)3(10)3(11)3(12)3(13)3(14)3-恒载盘算-节点荷载:节点弯矩垂直力程度力10.00148.400.0020.0081.400.0030.00102.500.0040.00140.700.0050.00182.100.0060.0097.00
4、0.0070.0097.000.0080.00165.200.0090.00186.400.00100.00159.800.00110.00149.600.00120.00186.400.00130.00159.800.00140.00149.600.00150.00186.400.00160.00159.800.00170.00149.600.00180.00186.400.00190.00159.800.00200.00112.500.00210.00131.300.00220.00122.900.000柱间荷载柱信息荷载范例荷载值荷载参数1荷载参数20梁间荷载:连续数荷载个数范例荷载值参
5、数范例荷载值参数11629.73.001315.40.004100.715.3025.25.3011614.81.5011629.73.0013113.10.004145.995.3025.25.301217.60.00614.881.501315.40.004145.995.30212.85.301217.60.00614.881.501315.40.004145.995.30212.85.301217.60.00614.881.501315.40.004145.995.30212.85.301217.60.00614.881.501314.90.00493.905.3024.65.3011
6、613.31.50xx恒载内力xx杆件号弯矩轴力剪力弯矩轴力剪力杆件号弯矩轴力剪力弯矩轴力剪力-柱(左面为柱下端,右为柱上端)-梁(左面为梁左端,右为梁右端)-xx恒荷载感化下的节点位移(mm)xx节点号.X向位移Y向位移-活载盘算-节点荷载:节点弯矩垂直力程度力10.0031.500.0020.0031.500.0030.0038.900.0040.0064.500.0050.0045.700.0060.0031.500.0070.0031.500.0080.0061.600.0090.0088.500.00100.0069.700.00110.0050.400.00120.0070.100
7、.00130.0056.700.00140.0050.400.00150.0070.100.00160.0056.700.00170.0050.400.00180.0070.100.00190.0056.700.00200.0040.300.00210.0056.100.00220.0045.300.000柱间荷载柱信息荷载范例荷载值荷载参数1荷载参数20梁间荷载:连续数荷载个数范例荷载值参数范例荷载值参数11621.03.001313.80.00451.115.3023.65.3011610.51.5011621.03.001316.30.00472.205.3023.65.301212.5
8、0.00610.501.501315.20.00457.415.3022.65.301212.50.0067.501.501315.20.00457.415.3022.65.301212.50.0067.501.501315.20.00457.415.3022.65.301212.50.0067.501.501314.20.00445.935.3022.15.301212.00.0066.001.50xx活荷载标准值感化下的节点位移(mm)xx节点号.X向位移Y向位移-地动力盘算-园地土分类=2.00附加分量的质点数=0xx左地动偏向盘算xx振动质点号:1368111417振动质点号:20xx
9、x各构造节点变位xxx杆件号弯矩轴力剪力弯矩轴力剪力杆件号弯矩轴力剪力弯矩轴力剪力-柱(左面为柱下端,右为柱上端)-梁(左面为梁左端,右为梁右端)-xx右地动偏向盘算xx振动质点号:25710131619振动质点号:22xxx各构造节点变位xxx杆件号弯矩轴力剪力弯矩轴力剪力杆件号弯矩轴力剪力弯矩轴力剪力-柱(左面为柱下端,右为柱上端)-梁(左面为梁左端,右为梁右端)-xxx组合与配筋xxx柱1(B=0.700,H=0.700,Lx=5.40,Ly=5.40Rc=35)Asmin=1715.No51Vc=25.29N=707.13ASV=199.ASV0=0.柱2(B=0.700,H=0.70
10、0,Lx=5.40,Ly=5.40Rc=35)Asmin=1715.No49Vc=25.29N=626.73ASV=199.ASV0=0.柱3(B=0.700,H=0.700,Lx=5.40,Ly=5.40Rc=35)Asmin=1715.No51Vc=224.92N=2660.52ASV=199.ASV0=0.柱4(B=0.700,H=0.700,Lx=5.40,Ly=5.40Rc=35)Asmin=1715.No49Vc=270.69N=3483.62ASV=224.ASV0=0.柱5(B=0.700,H=0.700,Lx=5.40,Ly=5.40Rc=35)Asmin=1715.No49
11、Vc=216.06N=2556.69ASV=199.ASV0=0.柱6(B=0.700,H=0.700,Lx=5.62,Ly=5.62Rc=35)Asmin=1715.No51Vc=88.88N=329.34ASV=199.ASV0=0.柱7(B=0.700,H=0.700,Lx=5.62,Ly=5.62Rc=35)Asmin=1715.No49Vc=88.88N=329.34ASV=199.ASV0=0.柱8(B=0.700,H=0.700,Lx=5.62,Ly=5.62Rc=35)Asmin=1715.No51Vc=241.94N=1998.55ASV=199.ASV0=0.柱9(B=0.
12、700,H=0.700,Lx=5.62,Ly=5.62Rc=35)Asmin=1715.No49Vc=357.01N=3137.10ASV=199.ASV0=0.柱10(B=0.700,H=0.700,Lx=5.62,Ly=5.62Rc=35)Asmin=1715.No49Vc=199.57N=1868.58ASV=199.ASV0=0.柱11(B=0.500,H=0.500,Lx=4.12,Ly=4.12Rc=35)Asmin=875.No51Vc=224.89N=1498.40ASV=135.ASV0=29.柱12(B=0.500,H=0.500,Lx=4.12,Ly=4.12Rc=35)Asmin=875.No49Vc=282.31N=2437.96ASV=186.ASV0=80.柱13(B=0.500,H=0.500,Lx=4.12,Ly=4.12Rc=35)Asmin=875.No49Vc=185.55N=1385.38ASV=135.ASV0=0.柱14(B=0.500,H=0.500,Lx=4.12,Ly=4.12Rc=35)Asmin=875.No51Vc=20
