T形截面偏心钢压杆承载力的试验研究

THE TEST RESEARCH ON THE CAPACITY OF CARRYING-LOAD WITH ECCENTRICITY ABOUT T—SHAPE STEEL STRUT

本文研究了双角钢长肢相并的T形截面在偏心受压荷载作用下的承载能力,以得到验证理论分析的试验数据。

This paper researches the capacity of the T-shape of double-angle sections connectecd with long legs under the eccentric compressive load,The test data that prove the theoretical analysis have been obtained.This test includes that of material behavior,residual stress and eccentric compression of the T-shape of double-angle sections connected with long legs.