有关SATWE检查错误报告

今天核算一个小高层模型，SATWE检查错误报告显示有警告信息，但以前是没有显示的。反复检查了模型也找不出原因，大家帮看看是怎么回事。


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*** Report of Data Checking ***
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| total information |
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| section information |
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| Geometry information |
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***** Floor No. 1 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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***** Floor No. 2 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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***** Floor No. 3 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 19

***** Floor No. 4 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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***** Floor No. 5 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 19

***** Floor No. 6 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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***** Floor No. 7 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 19

***** Floor No. 8 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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***** Floor No. 9 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 19

***** Floor No. 10 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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***** Floor No. 11 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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***** Floor No. 12 *****

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| total information of floor |
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| node information |
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| beam information |
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| column information |
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| shear-wall information |
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| other information |
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***** Floor No. 13 *****

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| total information of floor |
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| node information |
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| beam information |
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| column information |
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| shear-wall information |
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| other information |
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***** Floor No. 14 *****

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| total information of floor |
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| node information |
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| beam information |
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| shear-wall information |
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| other information |
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| vertical load information |
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Floor No. 1 Nload = 568
Floor No. 2 Nload = 581
Floor No. 3 Nload = 555
Floor No. 4 Nload = 581
Floor No. 5 Nload = 555
Floor No. 6 Nload = 581
Floor No. 7 Nload = 555
Floor No. 8 Nload = 581
Floor No. 9 Nload = 586
Floor No. 10 Nload = 586
Floor No. 11 Nload = 575
Floor No. 12 Nload = 493
Floor No. 13 Nload = 415
Floor No. 14 Nload = 65


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| wind load information |
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Floor No. 1 Ntw = 1 Njw = 0
Floor No. 2 Ntw = 2 Njw = 0
Floor No. 3 Ntw = 2 Njw = 0
Floor No. 4 Ntw = 2 Njw = 0
Floor No. 5 Ntw = 2 Njw = 0
Floor No. 6 Ntw = 2 Njw = 0
Floor No. 7 Ntw = 2 Njw = 0
Floor No. 8 Ntw = 2 Njw = 0
Floor No. 9 Ntw = 2 Njw = 0
Floor No. 10 Ntw = 2 Njw = 0
Floor No. 11 Ntw = 2 Njw = 0
Floor No. 12 Ntw = 2 Njw = 0
Floor No. 13 Ntw = 2 Njw = 0
Floor No. 14 Ntw = 1 Njw = 0