注册结构工程师程序说明g14sl

1、带斜杆带弹性地基梁的平面框架内力及配筋计算程序（算例汇集）张校正一、连续梁2二、弹性地基梁5三、启闭机台8四、框架带大雨蓬12五、水闸21六、方形双孔洞室24七、无铰拱29八、U 型渡槽33*带斜杆带弹性地基梁的平面框架内力及配筋计算书 G-14*工程名:连续梁一. 基本数据工程名:连续梁表 00(5 个基岩弹性抗力系数)0000表 1(钢筋混凝土数据)抗压安全系数(Ky)抗拉安全系数(KL)混凝土标号(R#)钢筋强度(Rg)1.6钢筋弹模(Eg) 21000001.5保护层厚度(a)3200钢筋直径(d)22400表 2 (控制数据)节点数(N0) 杆件类型数(M0)验变位数(M2) 约束变

2、位数(Z0)5节点荷载数(Q0) 14节间荷载数(O0)54杆件材料弹模(E) 26000005杆件材料容重(RH) 2.5表 3(杆件数据)表 4 (节点码)节点码1.022.033.044.05根数(M)长度(L)宽度(B)高度(H)夹角(G)弹抗类型(K)11113.005.004.002.000.300.300.300.300.500.500.500.500.000.000.000.000000表 5(约束 10度号) 11258表 6(节点荷载)荷载值1.212度号,荷载值度号.表 7 (节间荷载)表 8杆件 1.011.012.013.014.01(作用的杆件)荷载值1.503.0

3、02.901.500.30自始端距离3.002.005.004.002.00荷载类型21222杆件个数11111数据文件：连续梁 0,0,0,0,01.6,1.5,200,2400,21E5,3,25,4,4,5,1,5,26E5,2.51,3,.3,.5,0,01,5,.3,.5,0,01,4,.3,.5,0,01,2,.3,.5,0,01.02,2.03,3.04,4.052,5,8,10,111.2,121.5,3,2,13,2,1,12.9,5,2,11.5,4,2,1.3,2,2,11.01,1.01,2.01,3.01,4.01二. 计算结果:杆 剪力-1.796-0.992-0.

4、1890.6151.4195.2226.0266.8291基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.000轴向力0.0000.0000.0000.0000.0000.0000.0000.000弯矩0.0000.5970.8500.7590.323-0.886-3.296-6.050受压钢筋0.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.0000.8521.2151.0840.4601.2664.8169.084抗裂K 99.9995.2663.7224.1619.6683.5771.0180.592裂缝宽0.0

5、00000.049430.035070.039150.090380.033720.012610.0165801234567杆 剪力-8.270-6.632-4.995-3.357-1.720-0.0821.5553.1934.8306.4688.1052基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000弯矩-6.050-2.3250.5822.6703.9394.3904.0222.8350.829-1.995-

6、5.638受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋9.0843.3670.8303.8795.7926.4825.9174.1241.1852.8818.430抗裂K 0.5921.4115.4031.2390.8650.7850.8491.1713.8151.6310.629裂缝宽0.016580.013540.050710.011940.015450.016310.015660.011310.035930.015600.01673012345678910杆 剪力-5.122-4.289-3.455-2.6

7、22-1.789-0.955-0.1220.7111.5452.3783基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000弯矩-5.638-3.547-1.826-0.4760.5051.1141.3541.2230.722-0.150受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋8.4305.1952.6320.6770.7191.5961.9431.7531.

8、0300.213抗裂K 0.6290.9521.7746.5946.2202.8582.3662.6114.37220.743裂缝宽0.016730.014040.016940.061790.058310.027030.022450.024730.041120.193390123456789杆 剪力-1.350-1.080-0.810-0.540-0.270-0.0004基岩弹抗0.0000.0000.0000.0000.0000.000轴向力0.0000.0000.0000.0000.0000.000弯矩-1.350-0.864-0.486-0.216-0.0540.000受压钢筋0.000

9、0.0000.0000.0000.0000.000受拉钢筋1.9381.2350.6920.3070.0770.000抗裂K 2.3733.6646.45514.42857.48499.999裂缝宽0.022510.034530.060490.134660.535130.00000012345*带斜杆带弹性地基梁的平面框架内力及配筋计算书 G-14*工程名:弹性地基梁一. 基本数据工程名:弹性地基梁表 0(5 个基岩弹性抗力系数)000表 1 (钢筋混凝土数据)抗压安全系数(Ky)抗拉安全系数(KL)混凝土标号(R#)钢筋强度(Rg)1.6钢筋弹模(Eg)1.52002400保护层厚度(a)

10、钢筋直径(d)210000052表 2 (控制数据)节点数(N0) 杆件类型数(M0)验变位数(M2) 约束变位数(Z0)6节点荷载数(Q0) 44节间荷载数(O0)40杆件材料弹模(E) 26000001杆件材料容重(RH) 2.5表 3(杆件数据)表 4 (节点码)节点码1.02 2.033.044.055.06根数(M)长度(L)宽度(B)高度(H)夹角(G)弹抗类型(K)21112.003.501.502.501.001.001.001.000.501.001.000.300.000.000.000.001112表 510(约束度号)表 6(节点荷载)荷载值-5.52度号,荷载值-46

11、度号.-10 11-318表 7 (节间荷载)表 8 (作用的杆件杆件)荷载值0.300.300.300.30自始端距离2.003.501.502.50荷载类型5555杆件个数21111.012.013.014.011.02数据文件：弹性地基梁192000,20000,0,0,01.6,1.5,200,2400,21E5,5,26,4,0,1,4,4,26E5,2.52,2,1,.5,0,11,3.5,1,1,0,11,1.5,1,1,0,11,2.5,1,.3,0,21.02,2.03,3.04,4.05,5.0610-5.5,2-4,6-10,11-3,18.3,2,5,2.3,3.5,5

12、,1.3,1.5,5,1.3,2.5,5,11.01,1.02,2.01,3.01,4.01二. 计算结果:杆1基岩弹抗 轴向力剪力弯矩受压钢筋 受拉钢筋抗裂 K裂缝宽01234514.1937.9983.2480.362-0.6030.5680.0000.0000.0000.0000.0000.0005.5001.7130.1440.1050.8391.5440.000-1.360-1.668-1.679-1.855-2.3470.0000.0000.0000.0000.0000.0000.0002.0222.4822.4992.7623.50099.9997.6676.2646.2225.

13、6394.4710.000000.065960.054000.053640.048670.03871杆 剪力 1.5441.5711.2200.8210.4850.1712基岩弹抗0.5682.1472.5722.4772.3232.407轴向力0.0000.0000.0000.0000.0000.000弯矩1.6531.0090.4460.039-0.220-0.352受压钢筋0.0000.0000.0000.0000.0000.000受拉钢筋2.4611.5000.6610.0580.3260.523抗裂K 6.31810.30423.24399.99947.00529.387裂缝宽0.0

14、54460.088450.198772.256990.401370.25116012345杆 剪力 0.1710.2750.222-0.027-0.514-1.283-2.357-3.716-5.2643基岩弹抗2.4072.7293.1283.6234.2224.9035.6006.1796.414轴向力0.0000.0000.0000.0000.0000.0000.0000.0000.000弯矩-0.352-0.455-0.570-0.621-0.512-0.1300.6551.9743.935受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.00

15、0受拉钢筋0.2470.3190.4000.4360.3590.0910.4601.3872.768抗裂K 99.99990.92072.59966.68880.83499.99963.15021.01210.582裂缝宽1.115360.864140.690090.633920.768373.030680.600360.200040.10096012345678杆 剪力 4.7363.4154基岩弹抗6.4146.170轴向力0.0000.000弯矩3.9352.410受压钢筋0.0000.000受拉钢筋2.7681.694抗裂K 10.58217.232裂缝宽0.100950.164130

16、12345.6204.8984.0860.0000.0000.0002.2471.3210.6841.3540.6940.3270.0000.0000.0000.9510.4870.23030.59459.63899.9990.291070.566991.20033杆 剪力 0.6840.9751.3391.7131.8951.510-0.0005基岩弹抗0.4260.2620.1150.2701.1053.0656.570轴向力0.0000.0000.0000.0000.0000.0000.000弯矩0.327-0.016-0.496-1.134-1.897-2.635-3.000受压钢筋0

17、.0000.0000.0000.0000.0000.0000.000受拉钢筋0.8760.0421.3283.0555.1507.2048.232抗裂K 11.41399.9997.5573.3352.0151.4661.295裂缝宽0.084201.716770.056020.025140.015480.011460.011770123456*带斜杆带弹性地基梁的平面框架内力及配筋计算书 G-14*工程名:启闭机台一. 基本数据工程名:启闭机台表 0(5 个基岩弹性抗力系数)00000表 1 (钢筋混凝土数据)抗压安全系数(Ky)抗拉安全系数(KL)混凝土标号(R#)钢筋强度(Rg)1.6钢

18、筋弹模(Eg) 21000001.5保护层厚度(a)3200钢筋直径(d)22400表 2(控制数据)节点数(N0) 杆件类型数(M0)验变位数(M2) 2约束变位数(Z0) 128节点荷载数(Q0) 02节间荷载数(O0)2杆件材料弹模(E) 2600000杆件材料容重(RH) 2.5表 3(杆件数据)表 4 (节点码)节点码根数(M)长度(L)宽度(B)高度(H)夹角(G)弹抗类型(K)433.004.000.400.300.40 270.00001.021.033.043.055.067.085.070.500.00表 5(约束 10度号)4561112161718222324表 6(节

19、点荷载)表 7(节间荷载)表 8 (作用的杆件杆件2.012.022.032.012.022.03)荷载值5.000.30自始端距离2.004.00荷载类型12杆件个数33数据文件：启闭机台 0,0,0,0,01.6,1.5,200,2400,21E5,3,28,2,2,12,0,2,26E5,2.54,3,.4,.4,270,03,4,.3,.5,0,01.02,3.04,5.06,7.081.03,3.05,5.074,5,6,10,11,12,16,17,18,22,23,245,2,1,3.3,4,2,32.01,2.02,2.032.01,2.02,2.03二. 计算结果:杆 剪力

20、0.8590.8590.8590.8590.8590.8590.8590.8591基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.000轴向力3.3053.4763.6483.8193.9904.1624.3334.505弯矩1.7321.3640.9970.6290.261-0.107-0.475-0.843受压钢筋0.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋2.0351.2810.5320.0000.0000.0000.0000.000抗裂K 1.8092.3873.5467.07599.99999.99914.

21、1804.871裂缝宽0.024260.046110.172270.000000.000000.000000.000000.0000001234567杆 剪力-0.170-0.170-0.170-0.170-0.170-0.170-0.170-0.1702基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.000轴向力8.2458.4178.5888.7608.9319.1029.2749.445弯矩-0.336-0.263-0.190-0.117-0.0440.0290.1020.175受压钢筋0.0000.0000.0000.0000.0000.0000.00

22、00.000受拉钢筋0.0000.0000.0000.0000.0000.0000.0000.000抗裂K 99.99999.99999.99999.99999.99999.99999.99999.999裂缝宽0.000000.000000.000000.000000.000000.000000.000000.0000001234567杆 剪力 0.1700.1700.1700.1700.1700.1700.1700.1703基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.000轴向力8.2458.4178.5888.7608.9319.1029.2749.4

23、45弯矩0.3360.2630.1900.1170.044-0.029-0.102-0.175受压钢筋0.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.0000.0000.0000.0000.0000.0000.0000.000抗裂K 99.99999.99999.99999.99999.99999.99999.99999.999裂缝宽0.000000.000000.000000.000000.000000.000000.000000.0000001234567杆 剪力-0.859-0.859-0.859-0.859-0.859-0.8594基岩弹抗0

24、.0000.0000.0000.0000.0000.000轴向力3.3053.4763.6483.8193.9904.162弯矩-1.732-1.364-0.997-0.629-0.2610.107受压钢筋0.0000.0000.0000.0000.0000.000受拉钢筋2.0351.2810.5320.0000.0000.000抗裂K 1.8092.3873.5467.07599.99999.999裂缝宽0.024260.046110.172270.000000.000000.00000012345670.0000.0004.3334.505-0.859-0.8590.4750.8430.

25、0000.0000.0000.00014.1804.8710.000000.00000杆 剪力-3.305-3.005-2.705-2.405-2.1053.1953.4953.7954.0954.3955基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.8590.8590.8590.8590.8590.8590.8590.8590.8590.859弯矩-1.732-0.3300.9382.0743.0762.8341.347-0.273-2.027-3.913受压钢筋0.0000.0000.0000.0000.0000.00

26、00.0000.0000.0000.000受拉钢筋2.2000.1671.0422.7024.1973.8331.6360.0862.6335.468抗裂K 1.93912.0193.6441.6221.1081.1982.50215.4031.6590.884裂缝宽0.020440.455810.042910.016810.011220.012170.027271.339740.017230.014890123456789杆 剪力-3.850-3.550-3.250-2.950-2.6502.6502.9503.2503.5503.8506基岩弹抗0.0000.0000.0000.0000.

27、0000.0000.0000.0000.0000.000轴向力0.6880.6880.6880.6880.6880.6880.6880.6880.6880.688弯矩-3.577-1.933-0.4220.9562.2002.2000.956-0.422-1.933-3.577受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋5.0122.5530.3581.1272.9482.9481.1270.3582.5535.012抗裂K 0.9571.7278.5643.5201.5211.5213.5208.5641.7270.95

28、7裂缝宽0.013530.017680.135930.039250.015450.015450.039250.135930.017680.013530123456789杆 剪力-4.395-4.095-3.795-3.495-3.1952.1052.4052.7053.0053.3057基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.8590.8590.8590.8590.8590.8590.8590.8590.8590.859弯矩-3.913-2.027-0.2731.3472.8343.0762.0740.938-0.3

29、30-1.732受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋5.4682.6330.0861.6363.8334.1972.7021.0420.1672.200抗裂K 0.8841.65915.4032.5021.1981.1081.6223.64412.0191.939裂缝宽0.014890.017231.339740.027270.012170.011220.016810.042910.455810.020440123456789*带斜杆带弹性地基梁的平面框架内力及配筋计算书 G-14*工程名:框架带大雨蓬一. 基本数

30、据工程名:框架带大雨蓬表 0(5 个基岩弹性抗力系数)00000表 1 (钢筋混凝土数据)抗压安全系数(Ky)抗拉安全系数(KL)混凝土标号(R#)钢筋强度(Rg)1.6钢筋弹模(Eg) 21000001.5保护层厚度(a)3200钢筋直径(d)22400表 2(控制数据)节点数(N0) 杆件类型数(M0)验变位数(M2) 6约束变位数(Z0) 1216节点荷载数(Q0) 16节间荷载数(O0)7杆件材料弹模(E) 2600000杆件材料容重(RH) 2.5表 3(杆件数据)表 4 (节点码)节点码根数(M)长度(L)宽度(B)高度(H)夹角(G)弹抗类型(K)6226145.004.003.

31、464.002.005.500.200.200.200.400.400.500.400.400.400.400.400.500.00-30.000.00270.00270.00270.000000001.026.0710.111.047.118.132.037.1211.124.084.055.068.09 9.102.055.093.06 6.109.1410.1511.16表 5(约束度号)373839404142434445464748表 6 (节点荷载)荷载值-19度号,荷载值度号.表 7 (节间荷载)表 8 (作用的杆件杆件)荷载值0.300.260.150.301.00-0.12-

32、0.12自始端距离5.004.004.003.462.004.005.50荷载类型2242122杆件个数62221211.012.012.013.013.014.016.011.021.031.042.022.023.021.05 1.064.02数据文件： 框架带大雨蓬 0,0,0,0,01.6,1.5,200,2400,21E5,3,216,6,6,12,1,7,26E5,2.56,5,.2,.4,0,02,4,.2,.4,-30,02,3.464,.2,.4,0,06,4,.4,.4,270,01,2,.4,.4,270,04,5.5,.5,.5,270,01.02,2.03,4.05,

33、5.06,8.09,9.106.07,7.1210.11,11.121.04,4.08,2.05,5.09,3.06,6.107.118.13,9.14,10.15,11.1637,38,39,40,41,42,43,44,45,46,47,48-1,9.3,5,2,6.26,4,2,2.15,4,4,2.3,3.464,2,21,2,1,1-.12,4,2,2-.12,5.5,2,11.01,1.02,1.03,1.04,1.05,1.062.01,2.022.01,2.023.01,3.023.014.01,4.026.01二. 计算结果:杆 剪力-1.095-0.845-0.595-0.

34、345-0.0950.1550.4050.6550.9051基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.4720.4720.4720.4720.4720.4720.4720.4720.472弯矩-0.572-0.0870.2740.5090.6190.6040.4640.199-0.191受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.8770.0000.3280.7600.9640.9360.6780.1920.176抗裂K 2.51623.9695.5232.839

35、2.3202.3793.1237.9348.360裂缝宽0.026750.000000.073800.030820.024370.025070.034580.147720.166820123456789100.0000.0000.4720.4721.1551.405-0.705-1.3450.0000.0001.1252.3352.0321.0790.020970.01087杆 剪力-1.111-0.861-0.611-0.361-0.1110.1390.3890.6390.8891.1391.3892基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.

36、0000.0000.000轴向力0.2450.2450.2450.2450.2450.2450.2450.2450.2450.2450.245弯矩-0.735-0.2420.1260.3690.4870.4800.3480.091-0.290-0.797-1.429受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋1.2600.3510.1400.5830.8000.7870.5450.0770.4391.3762.574抗裂K 1.9115.92212.1303.8192.8802.9214.05217.6594.8

37、931.7651.010裂缝宽0.018640.065740.177300.039340.028800.029250.042070.412230.052300.017170.01308012345678910杆 剪力-0.991-0.741-0.491-0.2410.0090.2590.5090.7591.0091.2591.5093基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.2080.2080.2080.2080.2080.2080.2080.2080.2080.2080.208弯矩-0.3550.0790.

38、3870.5700.6280.5620.3700.053-0.389-0.956-1.647受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.5700.0670.6290.9661.0740.9500.5970.0210.6321.6853.008抗裂K 3.95220.4653.6162.4492.2242.4863.78633.8453.5981.4770.884裂缝宽0.040090.468010.036350.023940.021640.024320.038242.946510.036160.014220.

39、01539012345678910杆 剪力-1.068-0.818-0.568-0.318-0.0680.1820.4320.6820.9321.1821.4324基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.0600.0600.0600.0600.0600.0600.0600.0600.0600.0600.060弯矩-0.540-0.0680.2780.5000.5960.5680.4140.136-0.268-0.796-1.450受压钢筋0.0000.0000.0000.0000.0000.0000.000

40、0.0000.0000.0000.000受拉钢筋0.9630.1020.4830.8891.0671.0140.7320.2240.4641.4382.676抗裂K 2.54120.6354.8952.7412.3062.4193.29610.1095.0871.7430.989裂缝宽0.023800.222470.046290.025670.021600.022650.030920.099360.048150.016360.01374012345678910杆 剪力-0.915-0.665-0.415-0.1650.0850.3350.5850.8351.0851.3351.5855基岩弹抗

41、0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.3440.3440.3440.3440.3440.3440.3440.3440.3440.3440.344弯矩-0.1570.2380.5080.6530.6730.5680.339-0.016-0.496-1.101-1.831受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.1600.3080.8041.0731.1100.9150.4920.0000.7821.9133.321抗裂K 9.9

42、276.2082.7942.1682.1042.4944.25799.9992.8631.2990.806裂缝宽0.167330.076820.028880.021820.021120.025440.047250.000000.029680.012710.01621012345678910杆 剪力-0.973-0.723-0.473-0.2230.0270.2770.5270.7771.0271.2771.5276基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力0.2310.2310.2310.2310.2310.23

43、10.2310.2310.2310.2310.231弯矩-0.3350.0890.3880.5620.6110.5350.3340.008-0.443-1.019-1.720受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.5260.0770.6220.9431.0340.8930.5240.0000.7241.7973.141抗裂K 4.20218.1073.6222.4922.2922.6174.22199.9993.1641.3910.850裂缝宽0.043480.401350.036810.024540.0

44、22470.025860.043700.000000.031730.013420.01580012345678910杆 剪力-0.1860.0060.1990.3920.5840.7770.9691.1621.3541.5477基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力-0.456-0.345-0.234-0.123-0.0120.0990.2100.3210.4320.544弯矩0.4620.5020.4570.3250.109-0.194-0.582-1.055-1.614-2.259受压钢筋0.0000.0000.0

45、000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.9400.9720.8560.5940.1880.3150.9871.8342.8684.106抗裂K 2.7582.5902.8734.03612.1687.1332.4011.3520.9080.670裂缝宽0.035200.034400.039030.055760.174810.071140.023450.013200.014880.016770123456789杆 剪力8基岩弹抗轴向力弯矩受压钢筋受拉钢筋抗裂K裂缝宽01234567890.0000.0000.0000.0000.0000.0000.0

46、000.0000.0000.000-2.993-2.882-2.770-2.659-2.548-2.437-2.326-2.215-2.104-1.993-1.038-0.845-0.653-0.460-0.268-0.0750.1170.3100.5030.695-0.903-0.484-0.1520.0960.2570.3340.3240.2290.049-0.2180.0000.0100.5870.6550.3230.1480.1310.2710.5680.2232.5411.7911.1441.0071.2701.3751.3231.1130.7471.0231.2812.0414.0

47、474.9633.1942.7582.8513.6097.1263.8730.013440.018030.075030.099160.045990.031100.031500.050940.147390.05255杆 剪力-0.432-0.1840.0630.3110.5581.8052.0532.3009基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.000轴向力0.2880.2880.2880.2880.2880.2880.2880.288弯矩0.3940.5470.5770.4840.269-0.542-1.497-2.574受压钢筋0.0000.000

48、0.0000.0000.0000.0000.0000.000受拉钢筋0.6140.8950.9510.7800.3850.8872.6904.826抗裂K 3.5932.5772.4422.9135.3532.5980.9690.594裂缝宽0.037500.025900.024440.029630.060190.026130.013900.0165301234567杆 剪力-1.338-1.090-0.843-0.595-0.348-0.1000.1470.39410基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.000轴向力2.0732.0732.0732

49、.0732.0732.0732.0732.073弯矩-1.416-0.815-0.3370.0190.2520.3630.3510.218受压钢筋0.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋1.9320.7760.0000.0000.0000.0000.0000.000抗裂K 1.1002.0066.64899.99911.6225.8856.20216.677裂缝宽0.012860.037780.000000.000000.000000.000000.000000.0000001234567杆 剪力 0.4720.4180.3650.3120.25

50、80.2050.1520.0980.04511基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力1.0951.2731.4511.6291.8061.9842.1622.3402.518弯矩0.5720.3740.2000.050-0.077-0.180-0.259-0.315-0.346受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.6460.2220.0000.0000.0000.0000.0000.0000.000抗裂K 5.3619.18525.61699.99999.9

51、9955.55923.00716.67414.811裂缝宽0.075950.383660.000000.000000.000000.000000.000000.000000.0000001234567890.0002.695-0.008-0.3550.0000.00015.1280.00000杆 剪力 0.2000.1470.0930.040-0.013-0.067-0.120-0.173-0.227-0.28012基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力3.6873.8654.0424.2204.3984.5764.7

52、534.9315.1095.287弯矩-0.000-0.077-0.130-0.160-0.166-0.148-0.107-0.0420.0470.160受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000抗裂K 99.99999.99999.99999.99999.99999.99999.99999.99999.99999.999裂缝宽0.000000.000000.000000.000000.000000.000000.0000

53、00.000000.000000.000000123456789杆 剪力-0.226-0.226-0.226-0.226-0.226-0.226-0.226-0.226-0.226-0.22613基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力2.5162.6942.8713.0493.2273.4053.5833.7603.9384.116弯矩-0.610-0.509-0.409-0.308-0.208-0.107-0.0070.0940.1950.295受压钢筋0.0000.0000.0000.0000.0000.0000.

54、0000.0000.0000.000受拉钢筋0.2130.0000.0000.0000.0000.0000.0000.0000.0000.000抗裂K 6.0068.02012.16825.20299.99999.99999.99999.99999.99999.999裂缝宽0.617630.000000.000000.000000.000000.000000.000000.000000.000000.000000123456789杆 剪力-0.375-0.375-0.375-0.375-0.375-0.375-0.375-0.375-0.375-0.37514基岩弹抗0.0000.0000.0

55、000.0000.0000.0000.0000.0000.0000.000轴向力6.6936.8707.0487.2267.4047.5817.7597.9378.1158.293弯矩-0.812-0.646-0.479-0.313-0.1460.0200.1870.3540.5200.687受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000抗裂K 7.22614.09399.99999.99999.99999.99999.999

56、99.99999.99919.776裂缝宽0.000000.000000.000000.000000.000000.000000.000000.000000.000000.000000123456789杆 剪力-0.24515基岩弹抗0.000轴向力1.389弯矩-0.429受压钢筋0.000受拉钢筋0.281抗裂K 7.898裂缝宽0.2784801234567890.0000.0000.0000.0000.0000.0000.0000.0000.0001.5671.7441.9222.1002.2782.4552.6332.8112.989-0.245-0.245-0.245-0.245-

57、0.245-0.245-0.245-0.245-0.245-0.320-0.211-0.1020.0070.1160.2250.3340.4430.5520.0000.0000.0000.0000.0000.0000.0000.0000.0000.0190.0000.0000.0000.0000.0000.0000.0000.00012.26527.87899.99999.99999.99943.23116.70510.3537.50136.670520.000000.000000.000000.000000.000000.000000.000000.00000杆 剪力-0.608-0.608

58、-0.608-0.608-0.608-0.608-0.608-0.608-0.608-0.60816基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力4.8104.9885.1665.3435.5215.6995.8776.0556.2326.410弯矩-1.360-1.090-0.820-0.550-0.280-0.0100.2600.5300.8001.070受压钢筋0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000受拉钢筋0.8110.2400.0000.0000.0000.

59、0000.0000.0000.0000.000抗裂K 2.5833.5095.56213.65499.99999.99999.99920.9026.8754.114裂缝宽0.102910.797420.000000.000000.000000.000000.000000.000000.000000.000000123456789杆 剪力-1.770-1.770-1.770-1.770-1.770-1.77017基岩弹抗0.0000.0000.0000.0000.0000.000轴向力4.0064.1664.3264.4864.6464.806弯矩-1.356-0.6480.0600.7681.

60、4762.184受压钢筋0.0000.0000.0000.0000.0000.000受拉钢筋1.0820.0000.0000.0001.0872.384抗裂K 2.4757.14199.9995.6412.3121.477裂缝宽0.061920.000000.000000.000000.065430.02231012345杆 剪力 0.065-0.001-0.067-0.133-0.199-0.265-0.331-0.397-0.463-0.52918基岩弹抗0.0000.0000.0000.0000.0000.0000.0000.0000.0000.000轴向力6.2026.5466.889