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1、标志牌基础计算书项目编号：NOj项目名称：XXX项目专业负责人：XXX总工日期：2024-02-24目录1 .设计依据32 .计算软件信息33 .小意图34 .荷教效应组合35 .基础计算结果46 .附录6标准组合(45)1.O恒+0.5活3+1.0左地震(46)1.O恒+0.5活3+1.0右地震(47)1.0恒+0.5活4+1.0左地震(48)1.0恒+0.5活4+1.0右地震基础-基本组合基本组合(1)1.3恒+1.5活1(2)1.3恒+1.5活2(3)1.3恒+1.5活3(4)1.3恒+1.5活4(5)1.0恒+1.5活1(6)1.0恒+1.5活2(7)1.0恒+1.5活3(8)1.0恒
2、+1.5活4(9)1.3恒+1.5左风1(IO)1.3恒+1.5右风1(U)1.3恒+1.5左风2(12)1.3恒+1.5右风2(13)1.0恒+1.5左风1(14)1.O恒+1.5右风1(15)1.O恒+1.5左风2(16)1.0恒+1.5右风2(17)1.3恒+1.5活1+0.9左风1(18)1.3恒+1.5活1+0.9右风1(19)1.3恒+1.5活1+0.9左风2(20)1.3恒+1.5活1+0.9右风2(21)1.3恒+1.5活2+0.9左风1(22)1.3恒+1.5活2+0.9右风1(23)1.3恒+1.5活2+0.9左风2(24)1.3恒+1.5活2+0.9右风2(25)1.3恒
3、+1.5活3+0.9左风1(26)1.3恒+1.5活3+0.9右风1(27)1.3恒+1.5活3+0.9左风2(28)1.3恒+1.5活3+0.9右风2(29)1.3恒+1.5活4+0.9左风1(30)1.3恒+1.5活4+0.9右风1(31)1.3恒+1.5活4+0.9左风2(32)1.3恒+1.5活4+0.9右风2(33)1.O恒+1.5活1+0.9左风1(34)1.0恒+1.5活1+0.9右风1(35)1.0恒+1.5活1+0.9左风2(36)1.O恒+1.5活1+0.9右风2(37)1.O恒+1.5活2+0.9左风1(38)1.O恒+1.5活2+0.9右风1(39)1.0恒+1.5活2
4、+0.9左风2(40)1.O恒+1.5活2+0.9右风2(41)1.0恒+1.5活3+0.9左风1(42)1.O恒+1.5活3+0.9右风1(43)1.0恒+1.5活3+0.9左风2(44)1.0恒+1.5活3+0.9右风2(45)1.0恒+1.5活4+0.9左风1(46)1.0恒+1.5活4+0.9右风1(47)1.O恒+1.5活4+0.9左风2(48)1.O恒+1.5活4+0.9右风2(49)1.3恒+1.05活1+1.5左风1(50)1.3恒+1.05活1+1.5右风1(51)1.3恒+1.05活1+1.5左风2(52)1.3恒+1.05活1+1.5右风2(53)1.3恒+1.05活2+
5、1.5左风1(54)1.3恒+1.05活2+1.5右风1(55)1.3恒+1.05活2+1.5左风2(56)1.3恒+1.05活2+1.5右风2(57)1.3恒+1.05活3+1.5左风1(58)1.3恒+1.05活3+1.5右风1(59)1.3恒+1.05活3+1.5左风2(60)1.3恒+1.05活3+1.5右风2(61)1.3恒+1.05活4+1.5左风1(62)1.3恒+1.05活4+1.5右风11 .设计依据建筑地基基础设计规范(GB50007-20l1)混凝土结构设计规范(GB50010-2010)2 .计算软件信息本工程计算软件为PKPM钢结构设计软件10版V6.0.0O计算日期
6、为2024年2月24日13时56分55秒。3 .示意图4 .荷载效应组合基础-标准组合标准组合(1)1.0恒+1.0活1(2)1.0恒+1.0活2(3)1.0恒+1.0活31.O恒+1.O活4(5)1.0恒+1.0左风1(6)1.0恒+1.0右风1(7)1.0恒+1.0左风2(8)1.0恒+1.0右风2(9)1.O恒+1.0活1+0.6左风I(Io)1.O恒+1.0活1+0.6右风1(11)1.0恒+1.0活1+0.6左风2(12)1.0恒+1.0活1+0.6右风2(13)1.0恒+1.0活2+0.6左风1(14)1.0恒+1.0活2+0.6右风1(15)1.0恒+1.0活2+0.6左风2(1
7、6)1.0恒+1.0活2+0.6右风2(17)1.0恒+1.0活3+0.6左风1(18)1.0恒+1.0活3+0.6右风1(19)1.O恒+1.0活3+0.6左风2(20)1.0恒+1.0活3+0.6右风2(21)1.O恒+1.0活4+0.6左风1(22)1.O恒+1.0活4+0.6右风1(23)1.0恒+1.0活4+0.6左风2(24)1.0恒+1.0活4+0.6右风2(25)1.0恒+0.7活1+1.0左风I(26)1.0恒+0.7活1+1.0右风1(27)1.0恒+0.7活1+1.0左风2(28)1.0恒+0.7活1+1.0右风2(29)1.0恒+0.7活2+1.0左风1(30)1.。恒
8、+0.7活2+1.0右风1(31)1.0恒+0.7活2+1.0左风2(32)1.0恒+0.7活2+1.0右风2(33)1.0恒+0.7活3+1.0左风1(34)1.0恒+0.7活3+1.0右风1(35)1.0恒+0.7活3+1.0左风2(36)1.0恒+0.7活3+1.0右风2(37)1.0恒+0.7活4+1.0左风1(38)1.0恒+0.7活4+1.0右风1(39)1.0恒+0.7活4+1.0左风2(40)1.O恒+0.7活4+1.0右风2(4D1.o恒+0.5活1+1.0左地震(42)1.O恒+0.5活1+1.0右地震(43)1.0恒+0.5活2+1.0左地震(44)1.0恒+0.5活2+
9、1.0右地震组合号MNV组合号MNV23-0.000.31-0.0124-0.000.31-0.01250.21-0.010.2926-0.220.62-0.3127-0.000.31-0.0128-0.000.31-0.01290.21-0.010.2930-0.220.62-0.3131-0.000.31-0.0132-0.000.31-0.01330.21-0.010.2934-0.220.62-0.3135-0.000.31-0.0136-0.000.31-0.01370.21-0.010.2938-0.220.62-0.3139-0.000.31-0.0140-0.000.31-0.
10、01410.000.30-0.0042-0.010.31-0.02430.000.30-0.0044-0.010.31-0.02450.000.30-0.0046-0.010.31-0.02470.000.30-0.0048-0.010.31-0.02Mmax对应组合号：37Mmax=0.21N=-0.01V=0.29Mmin对应组合号：38Mmin=-0.22N=0.62V=-0.31NmaX对应组合号：38M=-0.22Nmax=0.62V=-0.31Nmin对应组合号：37M=0.21Nmin=-0.01V=0.29VmaX对应组合号：37M=0.21N=-0.01Vmax=0.29Vm
11、in对应组合号：38M=-0.22N=0.62Vmin=-0.31基本组合组合号MNV组合号MNV1-0.000.40-0.012-0.000.40-0.013-0.000.40-0.014-0.000.40-0.015-0.000.31-0.016-0.000.31-0.017-0.000.31-0.018-0.000.31-0.0190.31-0.080.4410-0.320.87-0.4611-0.000.40-0.0112-0.000.40-0.01130.31-0.170.4414-0.320.78-0.4615-0.000.31-0.0116-0.000.31-0.01170.19
12、0.110.2618-0.200.68-0.2819-0.000.40-0.0120-0.000.40-0.01210.190.110.2622-0.200.68-0.2823-0.000.40-0.0124-0.000.40-0.01250.190.110.2626-0.200.68-0.2827-0.000.40-0.0128-0.000.40-0.01基本组合(63)1.3恒+1.05活4+1.5左风2(64)1.3恒+1.05活4+1.5右风2(65)1.0恒+1.05活1+1.5左风1(66)1.O恒+1.05活1+1.5右风1(67)1.0恒+1.05活1+1.5左风2(68)1.
13、。恒+1.05活1+1.5右风2(69)1.0恒+1.05活2+1.5左风1(70)1.0恒+1.05活2+1.5右风1(7D1.o恒+1.05活2+1.5左风2(72)1.0恒+1.05活2+1.5右风2(73)1.O恒+1.05活3+1.5左风1(74)1.。恒+1.05活3+1.5右风1(75)1.0恒+1.05活3+1.5左风2(76)1.0恒+1.05活3+1.5右风2(77)1.0恒+1.05活4+1.5左风1(78)1.0恒+1.05活4+1.5右风1(79)1.0恒+1.05活4+1.5左风2(80)1.0恒+1.05活4+1.5右风2(81)1.2恒+0.6活1+1.3左地震
14、(82)1.2恒+0.6活1+1.3右地震(83)1.2恒+0.6活2+1.3左地震(84)1.2恒+0.6活2+1.3右地震(85)1.2恒+0.6活3+1.3左地震(86)1.2恒+0.6活3+1.3右地震(87)1.2恒+0.6活4+1.3左地震(88)1.2恒+0.6活4+1.3右地震(89)1.0恒+0.5活1+1.3左地震(90)1.0恒+0.5活1+1.3右地震(91)1.0恒+0.5活2+1.3左地震(92)1.0恒+0.5活2+1.3右地震(93)1.0恒+0.5活3+1.3左地震(94)1.0恒+0.5活3+1.3右地笈(95)1.0恒+0.5活4+1.3左地震(96)1.
15、0恒+0.5活，1+1.3右地震5 .基础计算结果1、基础1计算结果基础节点号（5）基础反力基础相连柱号：1标准组合组合号MNV组合号MNV1-0.000.31-0.012-0.000.31-0.013-0.000.31-0.014-0.000.31-0.0150.21-0.010.296-0.220.62-0.317-0.000.31-0.018-0.000.31-0.0190.120.120.1710-0.130.50-0.1911-0.000.31-0.0112-0.000.31-0.01130.120.120.1714-0.130.50-0.1915-0.000.31-0.0116-0
16、.000.31-0.01170.120.120.1718-0.130.50-0.1919-0.000.31-0.0120-0.000.31-0.01210.120.120.1722-0.130.50-0.19组合号IMlNlYl组合号IMlNlVNmaX对应组合号：62M=-0.32NlnaX=0.87V=-0.46Nmin对应组合号:77M=0.31Mnin=-0.17V=0.44VmaX对应组合号：77M=0.31N=-0.17VmaX=0.44Vmin对应组合号：62M=-0.32N=087Vmin=-0.462、基础2计算结果基础节点号（6）基础反力基础相连柱号：2标准组合组合号MNV
17、组合号MNV10.000.310.0120.000.310.0130.000.310.0140.000.310.0150.220.620.316-0.21-0.01-0.2970.000.310.0180.000.310.0190.130.500.1910-0.120.12-0.17110.000.310.01120.000.310.01130.130.500.1914-0.120.12-0.17150.000.310.01160.000.310.01170.130.500.1918-0.120.12-0.17190.000.310.01200.000.310.01210.130.500.19
18、22-0.120.12-0.17230.000.310.01240.000.310.01250.220.620.3126-0.21-0.01-0.29270.000.310.01280.000.310.01290.220.620.3130-0.21-0.01-0.29310.000.310.01320.000.310.01330.220.620.3134-0.21-0.01-0.29350.000.310.01360.000.310.01370.220.620.3138-0.21-0.01-0.29390.000.310.01400.000.310.01410.010.310.0242-0.0
19、00.300.00430.010.310.0244-0.000.300.00450.010.310.0246-0.000.300.00470.010.310.0248-0.000.300.00MlnaX对应组合号：37MmaX=0.22N=0.62V=0.31Mmin对应组合号：38Mmin=-0.21N=-0.01V=-0.29组合号MNV组合号MNV290.190.110.2630-0.200.68-0.2831-0.000.40-0.0132-0.000.40-0.01330.190.020.2634-0.190.59-0.2835-0.000.31-0.0136-0.000.31-0.
20、01370.190.020.2638-0.190.59-0.2839-0.000.31-0.0140-0.000.31-0.01410.190.020.2642-0.190.59-0.2843-0.000.31-0.0144-0.000.31-0.01450.190.020.2646-0.190.59-0.2847-0.000.31-0.0148-0.000.31-0.01490.31-0.080.4450-0.320.87-0.4651-0.000.40-0.0152-0.000.40-0.01530.31-0.080.4454-0.320.87-0.4655-0.000.40-0.0156
21、-0.000.40-0.01570.31-0.080.4458-0.320.87-0.4659-0.000.40-0.0160-0.000.40-0.01610.31-0.080.4462-0.320.87-0.4663-0.000.40-0.0164-0.000.40-0.01650.31-0.170.4466-0.320.78-0.4667-0.000.31-0.0168-0.000.31-0.01690.31-0.170.4470-0.320.78-0.4671-0.000.31-0.0172-0.000.31-0.01730.31-0.170.4474-0.320.78-0.4675-
22、0.000.31-0.0176-0.000.31-0.01770.31-0.170.4478-0.320.78-0.4679-0.000.31-0.0180-0.000.31-0.01810.000.36-0.00820.()10.38-0.02830.000.36-0.0084-0.010.38-0.02850.000.36-0.0086-0.010.38-0.02870.000.36-0.0088-0.010.38-0.02890.000.290.0090-0.010.32-0.02910.000.290.0092-0.010.32-0.02930.000.290.0094-0.010.3
23、2-0.02950.000.290.0096-0.010.32-0.02Mmax对应组合号：77Mmax=0.31N=-0.17V=0.44Mmin对应组合号：62Mmin=-0.32N=0.87V=-0.46组合号MNV组合号MNV590.000.400.01600.000.400.01610.320.870.4662-0.31-0.08-0.44630.000.400.01640.000.400.01650.320.780.4666-0.31-0.17-0.44670.000.310.01680.000.310.01690.320.780.4670-0.31-0.17-0.44710.00
24、0.310.01720.000.310.01730.320.780.4674-0.31-0.17-0.44750.000.310.01760.000.310.01770.320.780.4678-0.31-0.17-0.44790.000.310.01800.000.310.01810.010.380.0282-0.000.360.00830.010.380.0284-0.000.360.00850.010.380.0286-0.000.360.00870.010.380.0288-0.000.360.00890.010.320.0290-0.000.29-0.00910.010.320.02
25、92-0.000.29-0.00930.010.320.0294-0.000.29-0.00950.010.320.0296-0.000.29-0.00Mmax对应组合号：61Mmax=0.32N=0.87V=0.46Mmin对应组合号：78Mmin=-0.31N=-0.17V=-0.44Nmax对应组合号：61M=0.32Nmax=0.87V=0.46Nmin对应组合号:78M=-0.31Nfnin=-0.17V=-0.44VmaX对应组合号：61M=0.32N=0.87Vmax=0.46Vmin对应组合号:78M=-0.31N=-0.17Vmin=-0.446.附录组合号IMlNlYl组合
26、号IMlNlVNmaX对应组合号：37M=0.22NmaX=0.62V=0.31Nmin对应组合号：38M=-0.21Nmin=-0.01V=-0.29VmaX对应组合号：37M=0.22N=0.62Vmax=0.31Vmin对应组合号：38M=-0.21N=-0.01Vmin=-0.29基本组合组合号MNV组合号MNV10.000.400.0120.000.400.0130.000.400.0140.000.400.0150.000.310.0160.000.310.0170.000.310.0180.000.310.0190.320.870.4610-0.31-0.08-0.44110.0
27、00.400.01120.000.400.01130.320.780.4614-0.31-0.17-0.44150.000.310.01160.000.310.01170.200.680.2818-0.190.11-0.26190.000.400.01200.000.400.01210.200.680.2822-0.190.11-0.26230.000.400.01240.000.400.01250.200.680.2826-0.190.11-0.26270.000.400.01280.000.400.01290.200.680.2830-0.190.11-0.26310.000.400.01
28、320.000.400.01330.190.590.2834-0.190.02-0.26350.000.310.01360.000.310.01370.190.590.2838-0.190.02-0.26390.000.310.01400.000.310.01410.190.590.2842-0.190.02-0.26430.000.310.01440.000.310.01450.190.590.2846-0.190.02-0.26470.000.310.01480.000.310.01490.320.870.4650-0.31-0.08-0.44510.000.400.01520.000.400.01530.320.870.4654-0.31-0.08-0.44550.000.400.01560.000.400.01570.320.870.4658-0.31-0.08-0.44对阶型基础，程序输出两阶加础的断面00,11,22处的计算值。
