Results of tests on sixteen eccentrically loaded completely restrained angle columns varying in size from 75 x 75 x 9 mm to 125 x 90 x 10 mm are presented. The loads calculated as per the Canadian Standard CSA S37-94" Antennas, Towers, and Antenna-Supporting Structures" are less than the loads calculated as per the American Standard ANSI/ASCE 10-90 "Design of Latticed Steel Transmission Structures", and both loads are much less than the test failure loads. Even for completely restrained angle columns, it was found that the strength is greater with the minimum gauge distance of 35 mm than when the usual gauge distances given in the Handbook of Steel Construction are used. In the case of restrained unequal-leg angle columns, for the same gauge distance, the strength was found to be higher when the long leg is connected than when the long leg is outstanding.
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机译：给出了十六个偏心加载的完全约束角柱的测试结果，这些柱的尺寸从75 x 75 x 9 mm到125 x 90 x 10 mm不等。根据加拿大标准CSA S37-94“天线，塔和天线支撑结构”计算出的载荷小于根据美国标准ANSI / ASCE 10-90“网状钢传输结构设计”计算出的载荷，并且两种负载都远小于测试失败负载。即使对于完全约束的角柱，也发现与使用《钢结构手册》中给出的常规量距相比，最小量距为35 mm时强度更高。对于腿距不等的受约束的情况，对于相同的标距，发现长腿连接时的强度要比长腿突出时的强度高。
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