Again USES the model, through transformation composite beam highly and various steel plates parameter comparative analysis beam and support capacity, stress, deflection change and so on.
再利用此模型，通过变换组合梁的高度和各钢板的厚度等参数比较分析梁的承载能力，应力，挠度的变化等。
Moreover, the influences of slip for deflection, elastic flexural capacity and ultimate flexural strength are researched, and corresponding formulas are inferred.
在此基础上研究了滑移对组合梁挠度、弹性抗弯强度及极限抗弯强度的影响，并建立起相应的计算公式。
The static load test was done on the frame beam strengthened by CFRP with frame joint anchored in different mode, and the bearing capacity, deflection and width of crack was surveyed.
对采用不同梁端锚固方式的碳纤维布加固框架梁进行静载试验研究，在承载力、挠度及裂缝开展等方面进行了综合比较和分析。
Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
部分剪力连接对组合梁的受弯极限承载力和变形均有影响。
The formulas calculating deflection and ultimate bearing capacity can offer the design basis for the application of the composite board in projects.
本文提出的挠度与极限强度计算式对该复合板在工程中的推广应用提供了设计依据。
Using above-mentioned model to solve composite slab, strain of concrete and profiled steel deck, deflection, slide and bearing capacity of composite slab are analyzed.
利用以上模型对组合板进行有限元计算，分析了压型钢板及混凝土的应变、组合板挠度、滑移以及承载力随荷载及跨度的变化规律。
With the help of the method, the bearing capacity in bending, the limitation of crack width and the deflection of the members can reach optimum.
可使构件正截面承载力、裂缝宽度，挠度同时都达到最佳程度的满足。
This paper presents a method to calculate the ultimate bearing capacity of externally prestressed RC beams based on deflection.
本文基于挠度的思想建立了体外预应力RC梁在极限状态下承载力的计算方法。
This paper presents a method to calculate the ultimate bearing capacity of externally prestressed RC beams based on deflection.
本文基于挠度的思想建立了体外预应力RC梁在极限状态下承载力的计算方法。
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