钢筋混凝土连续双向板支座负弯矩钢筋长度的合理确定

The Reasonable Oletermination of the Length of Negative Reinforcement for the Support of the Continuous Two-way Slab of the Reinfoced Concrete

本文分析了钢筋混凝土连续双向板在均布荷载作用下应力分布的特点,提出了支座负钢筋长度的合理取值。

This paper analyses the distribution character of the stress under the action of the uniform load of the continccous two-way slab of the reinforced conrete,and raises the reasonable determination of the length of negative reinforcement of the support .