框架结构荷载迭代计算器
说明：
1本工作表为竖向荷载
2本工作表中只需填写黄色、浅绿
其他勿动，可能会导
3表格编辑迭代原则：先从左至右
4右梁
左梁右梁-9.66811.695-10.780
-0.199-10.78010.780-0.170 6.370-0.301
2.145-1.448-0.257下柱
3.245
0.7990.161-2.1881.209
0.4970.2460.2440.752
0.4380.2350.3720.663
8.3400.4360.2400.3560.660
8.3530.3629.659
8.333-6.74617.339
8.122-14.579上柱
8.211-0.181
-42.46944.301-0.164-48.610
-0.120-48.61048.610-0.10843.690-0.199
5.444-5.070-0.181下柱9.028
5.385-4.842-8.4978.929
5.514-4.929-8.1159.144
5.538-4.932-8.2619.184
6.816 5.531-4.920-8.2659.172 6.794
-8.245敬告：此表格仅用来进行检查演算
本表格为试验性质，
25.159 6.725-22.511
22.804 6.751-20.286
上柱7.600
-0.192-43.98745.503-0.175
-48.610-0.116-48.61048.610-0.10543.690
-0.192 4.592-4.177-0.175下柱7.600 4.079-3.522-6.962
6.751 4.059-3.558-5.870
6.718 4.105-3.607-5.929
6.794
7.538 4.118-3.612-6.012
6.815
7.549-6.020
21.1697.597-18.680
21.8928.000-19.299
上柱8.694
-0.212-43.56145.159-0.190
-48.610-0.127-48.61048.610-0.11443.690
-0.161 5.208-4.781-0.146下柱 6.603 4.792-4.179-6.123
6.075 4.574-3.998-5.352
5.799 4.522-3.985-5.121
5.73310.222 4.516-3.984-5.103
5.72510.220-5.102
21.67210.206-19.089
10.054
上柱8.906
-0.212-41.69444.071-0.190
-48.610-0.127-48.61048.610-0.11443.690
-0.161 5.335-4.891-0.146下柱 6.763 6.023-5.313-6.264
7.636 6.112-5.330-6.804
7.748 6.122-5.331-6.826
7.7610.000 6.123-5.331-6.828
7.7630.000-6.828
15.5260.000-13.655
0.000
上柱0.000
向荷载内力计算表格；
需填写黄色、浅绿色和天蓝色，
能会导致结果不正确；
原则：先从左至右，再从上到下。迭代开始从红色表格开始
性质，如有问题请谅解
查演算使用，如果偷懒小心答辩！O(∩_∩)O
左梁右梁左梁
-4.922 3.076-19.500 -0.073-4.410 4.410-0.073 6.370-0.170-10.780
-0.622-0.420-0.257-0.977
0.069-0.959-1.477-2.234
0.106-0.707-3.377-1.646
0.101-0.727-2.489-1.693
-7.4710.103-0.718-2.559 6.918-1.673
-7.489-2.529 6.919
-7.485 1.8617.010
-7.35311.308 6.754
-7.6998.653
-7.219 6.744-0.164-35.257 -0.047-4.920 4.920-0.047-49.080-0.108-54.000
-2.206 2.480-0.181 5.698
-2.107 1.9369.550 4.448
-2.145 2.0097.454 4.617
-2.146 1.9837.737 4.557 -6.020-2.141 1.9837.637 5.749 4.556
-6.0127.636 5.756
-5.92921.020 5.780
-5.87019.134 5.286
-6.9627.231
-6.538 6.329-0.175-40.654 -0.045-4.920 4.920-0.045-49.080-0.105-54.000 -1.790 1.859-0.175 4.339
-1.510 1.3597.231 3.172
-1.525 1.486 5.286 3.468
-1.546 1.480 5.780 3.454 -6.639-1.548 1.478 5.756 6.249 3.449 -6.641 5.749 6.245
-6.66417.747 6.217
-6.96518.247 6.052
-7.9688.350
-6.770 6.462-0.190-40.941 -0.050-4.920 4.920-0.050-49.080-0.114-54.000 -2.097 2.197-0.146 5.010
-1.833 1.593 6.416 3.631
-1.754 1.636 4.651 3.730
-1.748 1.643 4.778 3.747 -8.885-1.747 1.645 4.7997.801 3.749 -8.885 4.8027.802
-8.88317.4057.809
-8.8547.865
-8.1518.514
-7.544 6.688-0.190-37.593 -0.050-4.920 4.920-0.050-49.080-0.114-54.000 -2.145 2.240-0.146 5.108
-2.330 2.070 6.542 4.719
-2.338 2.055 6.044 4.685
-2.338 2.053 6.001 4.681 0.000-2.338 2.053 5.9950.000 4.681 0.000 5.9950.000
0.00011.9890.000
0.0000.000
0.0000.000
_∩)O
右梁左梁
1.109
10.780-0.19910.780
-1.951-0.301
-3.547-2.951
-3.523-5.365
-3.553-5.328
-3.556-5.3758.756
-5.3788.760
-2.0008.769
12.1348.569
9.277
-34.753-0.181
-54.000-0.120-54.000
6.150-0.199
5.68110.199
5.8149.421
5.8089.641
5.8059.631
6.452
9.627 6.447
25.705 6.420
22.530 6.265
7.577 -40.448-0.192
-54.000-0.116-54.000
4.578-0.192
3.7857.577
3.879 6.265
3.895 6.420
3.898 6.4477.319
6.452
7.321
20.2227.336
21.0897.452
8.780 -40.433-0.212
-54.000-0.127-54.000
5.260-0.161
4.464 6.668
4.394
5.660
4.386
5.571
4.384
5.5609.277
5.5589.277
20.3939.274
9.248
8.952 -36.889-0.212
-54.000-0.127-54.000
5.362-0.161
5.540
6.798
5.5557.023
5.5577.043
5.5587.0450.000
7.0460.000
14.0910.000
0.000
0.000