摘要
对带有悬臂吊车的钢柱在轴力、弯矩、剪力和扭转双力矩共同作用下的承载力进行了分析验算,提出了减小扭转作用的构造措施,并对分离式壁行吊车梁的设计要点和变形控制要求进行介绍。
It is introduced the analysis and checking calculation of carrying Capecity of steel columns with jib cranes and subjected to comabined action of axial force,mement, shear and tcrsion; and the structural countermeasures to reduce distortion are proposed. Furthermore, the design key and deformation requirement of separated console crane beams are also presented.
出处
《钢结构》
2006年第5期18-19,66,共3页
Steel Construction
