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一、本程序的功能可应用于水工建筑物中工作桥设计,水闸中的胸墙板和闸室底板的计算、渡槽纵梁和钢闸门纵梁的计算等。凡是可简化为连续梁结构的均可应用本程序,跨长可不等,跨数不限,每跨梁截面可不同。输入数据少,输出结果是每节点(支座)的最大或最小弯矩。由于功能较强,可用于方案比较,寻求
First, the function of this procedure can be applied to the design of working bridges in hydraulic structures, the calculation of the chest wall panels and the sluice floor in the sluice, the calculation of the longitudinal beams of the aqueduct and the steel stringer. Any procedure that can be simplified as a continuous beam structure can be applied to this procedure. The length of the span may not be equal, the number of spans is not limited, and the cross section of each span may be different. The input data is small, the output is the maximum or minimum bending moment per node (support). Due to strong function, can be used to compare programs to seek