摘要
利用结构力学中所讲的单跨固端梁的转角位移公式及相应的变形协调方程来计算水平折线阳台梁的内力。
This paper describes a method that used deflection and deformation formula and loordinate deformation equation about fixed end beam with one span on structural analytics. And using it calculates the balcony beam horizontally folded at right angle.
出处
《洛阳理工学院学报（自然科学版）》
2001年第4期12-13,共2页
Journal of Luoyang Institute of Science and Technology：Natural Science Edition
关键词
水平折线阳台梁
转角
位移
变形协调方程
Balcony beam horizontally folded at right angle
Deflection
Deformation
Coordinate deformation equation
