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Development of Csharp-Based Computer Program for the Design of Single Storey Fixed-Feet Pitched-Roof Portal Frame

机译:基于Csharp的计算机程序的设计,用于单层固定脚距斜屋顶门架设计

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This paper presents the design results of a simple task-specific Csharp-based computer program developed for the design of single storey fixed-feet pitched-roof portal frame. The program accommodates varying stanchion/rafter lengths and loadings. The overall process in the development of the program includes: formulation of the portal frame design outline, coding the outline into computer algorithm using Csharp programming language, implementing the developed program, development of the graphical user interface, testing the developed program and validation of results. Several sets of steel pitched-roof portal frame models were designed using the developed program and the design results were validated using established software - MasterSeries. Those frames were varied in span, slope angle and frame spacing. The design results obtained using the developed Csharp program were similar to the results obtained using standard software – MasterSeries, with greatest variation in the values standing at a mere 0.8%. Furthermore, the developed program was used to establish the relationships between span, slope angle, frame spacing and mass of framework steel of a single storey, fixed-feet pitched-roof portal sample frame building.
机译:本文介绍了一个简单的基于任务的基于Csharp的简单计算机程序的设计结果,该程序是为单层固定脚距斜屋顶门架设计而开发的。该程序可适应不同的支柱/ r子长度和载荷。程序开发的整个过程包括:制定门户框架设计大纲,使用Csharp编程语言将大纲编码为计算机算法,实施开发的程序,开发图形用户界面,测试开发的程序并验证结果。使用开发的程序设计了几套钢斜屋顶门架模型,并使用已建立的软件MasterSeries验证了设计结果。这些框架的跨度,倾斜角度和框架间距都不同。使用开发的Csharp程序获得的设计结果类似于使用标准软件MasterSeries获得的结果,其值的最大变化仅为0.8%。此外,使用开发的程序来建立单层固定脚斜屋顶门式样本框架建筑的跨度,倾斜角度,框架间距与框架钢质量之间的关系。

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