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1、直立水尺基础计算书项目编号：No.1项目名称：XXX项目日期：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5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+1.5活4(9)
2、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+1.5活3+0.
3、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+0.9左风2(4
4、0)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+1.5左风1(54
5、)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计算日期为2024年2月2
6、4日13时4分41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(16)1.0恒+1.0
7、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+0.7活2+1.0
8、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+1.0右地震组合号M
9、NV组合号MNV230.560.870.80240.560.870.80250.390.870.56260.390.870.56270.390.870.56280.390.870.56290.000.870.00300.000.870.00310.000.870.00320.000.870.00330.000.870.00340.000.870.00350.000.870.00360.000.870.00370.390.870.56380.390.870.56390.390.870.56400.390.870.56410.300.870.41420.260.870.39430.020.870.
10、0144-0.020.87-0.01450.020.870.0146-0.020.87-0.01470.300.870.41480.260.870.39Mmax对应组合号：24Mmax=0.56N=0.87V=0.80Mmin对应组合号:46Mmin=-0.02N=0.87V=-0.01NmaX对应组合号：48M=0.26Nmax=0.87V=0.39Nmin对应组合号：24M=0.56Nmin=0.87V=0.80VmaX对应组合号：24M=0.56N=0.87Vmax=0.80Vmin对应组合号：46M=-0.02N=0.87Vmin=-0.01基本组合组合号MNV组合号MNV10.841
11、.141.2020.001.140.0030.001.140.0040.841.141.2050.840.871.2060.000.870.0070.000.870.0080.840.871.2090.001.140.00100.001.140.00110.001.140.00120.001.140.00130.000.870.00140.000.870.00150.000.870.00160.000.870.00170.841.141.20180.841.141.20190.841.141.20200.841.141.20210.001.140.00220.001.140.00230.001
12、.140.00240.001.140.00250.001.140.00260.001.140.00270.001.140.00280.001.140.00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.。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
13、(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(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
14、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)1.0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（2）基础反力基础相连柱号：1标准组合组合号MNV组合号MNV10.560.870.8020.000.870.0030.000.
15、870.0040.560.870.8050.000.870.0060.000.870.0070.000.870.0080.000.870.0090.560.870.80100.560.870.80110.560.870.80120.560.870.80130.000.870.00140.000.870.00150.000.870.00160.000.870.00170.000.870.00180.000.870.00190.000.870.00200.000.870.00210.560.870.80220.560.870.80组合号IMlNlVl组合号IMINIVNmax对应组合号：64M=0
16、.59Nmax=1.14V=0.84Nmin对应组合号：80M=0.59Nmin=0.87V=0.84Vmax对应组合号：48M=0.84N=0.87Vmax=1.20Vmin对应组合号：94M=-0.02N=0.87Vmin=-0.026.附录对阶型基础，程序输出两阶基础的断面00,11,22处的计算值。（扣除基础自重）（扣除基础自重）“组合号MNV组合号MNV290.841.141.20300.841.141.20310.841.141.20320.841.141.20330.840.871.20340.840.871.20350.840.871.20360.840.871.20370.0
17、00.870.00380.000.870.00390.000.870.00400.000.870.00410.000.870.00420.000.870.00430.000.870.00440.000.870.00450.840.871.20460.840.871.20470.840.871.20480.840.871.20490.591.140.84500.591.140.84510.591.140.84520.591.140.84530.001.140.00540.001.140.00550.001.140.00560.001.140.00570.001.140.00580.001.140
18、.00590.001.140.00600.001.140.00610.591.140.84620.591.140.84630.591.140.84640.591.140.84650.590.870.84660.590.870.84670.590.870.84680.590.870.84690.000.870.00700.000.870.00710.000.870.00720.000.870.00730.000.870.00740.000.870.00750.000.870.00760.000.870.00770.590.870.84780.590.870.84790.590.870.84800
19、.590.870.84810.361.050.49820.311.050.46830.021.050.0284-0.021.05-0.02850.021.050.0286-0.021.05-0.02870.361.050.49880.311.050.46890.300.870.41900.260.870.38910.020.870.0292-0.020.87-0.02930.020.870.0294-0.020.87-0.02950.300.870.41960.260.870.38MmaX对应组合号：48MmaX=0.84N=0.87V=1.20Mmin对应组合号：94Mmin=F.02N=0.87V=-0.02
