The traditional T-STUB member calculation method was modified, considering the effects of the bolt and the thickness of the beam web and the end plate on the strength of the end plate.
根据梁腹板、端板厚度和螺栓对端板强度影响，对传统计算端板强度的T形件方法进行了修正。
Deflection, the total tendency is under the similar load, along with the web plate high increase, the built-up beam rigidity is increasing, amount of deflection unceasing reducing.
对于挠度来说，总的趋势是在同样的荷载下，随着腹板高度的增加，组合梁的刚度在增加，挠度不断的降低。
According to the constitution of the open web sandwich plate, two models of finite element analysis using plate shell, block and beam element are given.
根据空腹夹层板的构造特点，提出了空腹夹层板有限元分析的两种计算模型。
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