HAIBO计算书.docx
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HAIBO计算书
HAIBO-6.SJ
******PK11.EXE******
DATA:
5/25/2007
-------总信息--------
节点总数=27柱子总数=22梁数=14
是否规则框架=20600支座约束数=5标准截面总数=3
活载计算信息=1风活载计算信息=0抗震等级=2
柱砼等级=0梁砼等级=0梁柱主筋级别=3
梁柱箍筋级别=1柱保护层=35梁保护层=35
柱梁自重计算信息=2基础计算信息=0输出方式=1
梁支座负弯矩调幅系数=0.85梁惯性矩增大系数=1.20结构重要性系数=1.00
柱计算长度考虑GB50010-2002第7.3.11-3条规定=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
(1)0.005.40
(2)7.205.40(3)8.035.40
(4)15.535.40(5)22.735.40(6)0.009.90
(7)7.209.90(8)8.039.90(9)15.539.90
(10)22.739.90(11)8.0313.20(12)15.5313.20
(13)22.7313.20(14)8.0316.50(15)15.5316.50
(16)22.7316.50(17)8.0319.80(18)15.5319.80
(19)22.7319.80(20)8.0323.10(21)15.5323.10
(22)22.7323.10(23)0.000.00(24)7.200.00
(25)8.030.00(26)15.530.00(27)22.730.00
--柱杆件关联号(左为上部节点号,右为下部节点号)--
(1)231
(2)242(3)253(4)264(5)275
(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
--梁杆件关联号(左为左边节点号,右为右边节点号)--
(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)2021(14)2122
--------------支座约束信息----------------
(1)23111
(2)24111(3)25111(4)26111(5)27111
-------------柱计算长度系数---------------
(1)1.00
(2)1.00(3)1.00(4)1.00(5)1.00(6)1.25(7)1.25
(8)1.25(9)1.25(10)1.25(11)1.25(12)1.25(13)1.25(14)1.25
(15)1.25(16)1.25(17)1.25(18)1.25(19)1.25(20)1.25(21)1.25
(22)1.25
------------柱平面外计算长度--------------
(1)5.40
(2)5.40(3)5.40(4)5.40(5)5.40(6)5.62(7)5.62
(8)5.62(9)5.62(10)5.62(11)4.12(12)4.12(13)4.12(14)4.12
(15)4.12(16)4.12(17)4.12(18)4.12(19)4.12(20)4.12(21)4.12
(22)4.12
--------------节点偏心值----------------
(1)0.00
(2)0.00(3)0.00(4)0.00(5)0.00(6)0.00(7)0.00
(8)0.00(9)0.00(10)0.00(11)0.00(12)0.00(13)0.00(14)0.00
(15)0.00(16)0.00(17)0.00(18)0.00(19)0.00(20)0.00(21)0.00
(22)0.00(23)0.00(24)0.00(25)0.00(26)0.00(27)0.00
--------------标准截面数据----------------
(1)1.000.700.70
(2)1.000.500.50
(3)1.000.350.70
--------------柱截面类型号----------------
(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
--------------梁柱截面类型号----------------
(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
------恒载计算------
节点荷载:
节点弯矩垂直力水平力
10.00148.400.00
20.0081.400.00
30.00102.500.00
40.00140.700.00
50.00182.100.00
60.0097.000.00
70.0097.000.00
80.00165.200.00
90.00186.400.00
100.00159.800.00
110.00149.600.00
120.00186.400.00
130.00159.800.00
140.00149.600.00
150.00186.400.00
160.00159.800.00
170.00149.600.00
180.00186.400.00
190.00159.800.00
200.00112.500.00
210.00131.300.00
220.00122.900.00
0
柱间荷载柱信息荷载类型荷载值荷载参数1荷载参数2
0
梁间荷载:
连续数荷载个数类型荷载值参数类型荷载值参数
11629.73.00
1315.40.004100.715.30
25.25.30
11614.81.50
11629.73.00
13113.10.004145.995.30
25.25.30
1217.60.00614.881.50
1315.40.004145.995.30
212.85.30
1217.60.00614.881.50
1315.40.004145.995.30
212.85.30
1217.60.00614.881.50
1315.40.004145.995.30
212.85.30
1217.60.00614.881.50
1314.90.00493.905.30
24.65.30
11613.31.50
**恒载内力**
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)--
1-18.31535.77-9.81-34.68-469.629.81218.31468.779.8134.68-402.62-9.81
3-25.251664.66-11.19-35.20-1598.5111.1945.312788.794.9921.65-2722.64-4.99
58.071571.646.2025.42-1505.49-6.206-78.00236.67-40.35-103.56-181.5540.35
778.00236.6740.35103.56-181.55-40.358-86.081411.90-43.29-108.71-1356.7843.29
943.002380.3823.2461.59-2325.25-23.241038.491264.9320.0551.72-1209.81-20.05
11-59.961069.93-39.65-70.90-1049.3139.651232.681839.9120.8035.95-1819.29-20.80
1329.20968.7418.8633.03-948.11-18.8614-77.04782.25-46.21-75.47-761.6246.21
1540.081343.6224.0639.34-1323.00-24.061636.95710.0022.1536.15-689.38-22.15
17-74.79494.24-45.50-75.35-473.6245.501838.91848.3023.5438.77-827.68-23.54
1936.19450.6221.9636.27-429.99-21.9620-73.69206.51-46.03-78.23-185.8846.03
2140.51352.7424.4140.05-332.12-24.412236.06191.2121.6235.30-170.58-21.62
--梁(左面为梁左端,右为梁右端)--
1112.68-30.5384.55-112.6830.5384.552121.29-32.0984.11-171.7932.09131.10
3107.14-13.8470.46-63.9213.8458.454103.5640.3584.55-103.56-40.3584.55
5168.683.63121.65-252.41-3.63196.226158.141.19102.72-80.92-1.1981.27
7147.93-6.56117.46-244.566.56183.588168.54-3.29105.69-69.973.2978.31
9150.260.72117.78-244.47-0.72183.2610166.230.19105.04-72.34-0.1978.96
11149.04-0.54117.51-245.290.54183.5312166.010.33105.01-72.33-0.3378.99
1378.2346.0373.38-165.34-46.03128.1414125.2921.6272.68-35.30-21.6247.68
**恒荷载作用下的节点位移(mm)**
节点号.X向位移Y向位移
1-0.020.00
20.020.00
3-0.120.00
4-0.090.00
5-0.070.00
60.020.00
7-0.020.00
8-0.270.00
9-0.270.00
10-0.270.00
11-0.400.00
12-0.400.00
13-0.390.00
14-0.500.00
15-0.500.00
16-0.500.00
17-0.610.00
18-0.610.00
19-0.610.00
20-0.640.00
21-0.680.00
22-0.700.00
------活载计算------
节点荷载:
节点弯矩垂直力水平力
10.0031.500.00
20.0031.500.00
30.0038.900.00
40.0064.500.00
50.0045.700.00
60.0031.500.00
70.0031.500.00
80.0061.600.00
90.0088.500.00
100.0069.700.00
110.0050.400.00
120.0070.100.00
130.0056.700.00
140.0050.400.00
150.0070.100.00
160.0056.700.00
170.0050.400.00
180.0070.100.00
190.0056.700.00
200.0040.300.00
210.0056.100.00
220.0045.300.00
0
柱间荷载柱信息荷载类型荷载值荷载参数1荷载参数2
0
梁间荷载:
连续数荷载个数类型荷载值参数类型荷载值参数
11621.03.00
1313.80.00451.115.30
23.65.30
11610.51.50
11621.03.00
1316.30.00472.205.30
23.65.30
1212.50.00610.501.50
1315.20.00457.415.30
22.65.30
1212.50.0067.501.50
1315.20.00457.415.30
22.65.30
1212.50.0067.501.50
1315.20.00457.415.30
22.65.30
1212.50.0067.501.50
1314.20.00445.935.30
22.15.30
1212.00.0066.001.50
**活荷载标准值作用下的节点位移(mm)**
节点号.X向位移Y向位移
1-0.010.05
20.010.05
3-0.060.20
4-0.050.35
5-0.040.18
60.010.08
7-0.010.08
8-0.150.34
9-0.150.60
10-0.150.31
11-0.230.49
12-0.230.87
13-0.220.44
14-0.290.60
15-0.291.07
16-0.290.55
17-0.370.67
18-0.361.19
19-0.360.61
20-0.400.70
21-0.421.25
22-0.440.64
-----------地震力计算------------
计算振型数=1地震烈度=8.00
场地土分类=2.00附加重量的质点数=0
地震设计分组=1周期折减系数=1.00
地震力计算方式=0阻尼系数=0.05
**左地震方向计算**
振动质点号:
1368111417
振动质点号:
20
振动质点质量:
595.7671105.558493.8171345.3761217.0431217.0431217.043858.953
水平地震标准值作用底层剪力:
332.506
底层最小地震剪力:
257.619
各质点地震力调整系数:
1.000
地震力调整后剪重比:
0.041
第1振动周期T=1.1539
质点特征向量值:
0.0000.2290.0000.4940.6950.8470.9491.000
质点水平地震力:
0.00017.5260.00045.93658.50571.28979.86859.383
***各结构节点变位***
(1)0.000
(2)0.000(3)0.005(4)0.005(5)0.005(6)0.000(7)0.000(8)0.011(9)0.011
(10)0.011(11)0.016(12)0.016(13)0.016(14)0.019(15)0.019(16)0.019(17)0.022(18)0.022
(19)0.022(20)0.023(21)0.023(22)0.023(23)0.000(24)0.000(25)0.000(26)0.000(27)0.000
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)--
10.000.000.000.000.000.0020.000.000.000.000.000.00
3406.99-274.81101.05138.69274.81-101.054458.51-18.98129.24239.4118.98-129.24
5409.17293.79102.21142.75-293.79-102.2160.000.000.000.000.000.00
70.000.000.000.000.000.008168.28-195.6477.68181.30195.64-77.68
9344.28-12.85156.86361.5912.85-156.8610174.42208.5080.43187.52-208.50-80.43
11108.78-121.1873.23132.89121.18-73.2312184.03-7.29120.94215.067.29-120.94
13111.45128.4774.87135.63-128.47-74.871478.96-68.4655.08102.7968.46-55.08
15156.69-3.7499.13170.433.74-99.131681.2472.2156.33104.66-72.21-56.33
1748.83-30.5237.0873.5530.52-37.081898.32-1.3564.46114.411.35-64.46
1950.0231.8637.7074.40-31.86-37.702014.41-8.4414.8134.478.44-14.81
2141.60-0.1929.8256.810.19-29.822214.548.6314.7534.14-8.63-14.75
--梁(左面为梁左端,右为梁右端)--
10.000.000.000.000.000.002-306.97-17.52-79.16-286.7617.5279.16
3-296.9215.93-85.29-317.17-15.9385.2940.000.000.000.000.000.00
5-290.0810.86-74.47-268.40-10.8674.476-277.22-9.75-80.03-298.979.7580.03
7-211.851.34-52.71-183.50-1.3452.718-188.24-0.96-56.26-216.870.9656.26
9-151.615.77-37.95-132.98-5.7737.9510-135.77-5.13-40.34-154.685.1340.34
11-87.964.35-22.08-77.64-4.3522.0812-78.37-3.67-23.24-88.943.6723.24
13-34.474.98-8.44-28.83-4.988.4414-27.98-5.04-8.63-34.145.048.63
**右地震方向计算**
振动质点号:
25710131619
振动质点号:
22
振动质点质量:
595.7671105.558493.8171345.3761217.0431217.0431217.043858.953
水平地震标准值作用底层剪力:
332.529
底层最小地震剪力:
2