The deflections were only recorded

The deflections were only recorded up to a load of 7 kN. Failure occurred at a load of 13.3 kN as the clinch connections failed, leading to buckling of the bottom chord and twisting of the top chord. Truss 10 consisted of 1.2 mm chords and 1.2 mm diagonal ties with only one clinch per connection. Further bracing was added to the test rig. Similar distortions to the flange were evident. The truss failed at an applied load of 9.9 kN due to clinch failure. From Table 4 it can be seen that the measured forces are very close to the yield force from the small-scale tests

結果 (中文) 1:

挠度只录到一大堆 7 kN。故障发生在负载的 13.3 kN 作为金琪连接失败，导致下弦的屈曲和扭曲的上弦。桁架 10 包括 1.2 毫米和弦和 1.2 m m 对角关系唯一一个赢得每个连接。添加进一步支撑了试验台。类似扭曲到法兰是显而易见的。桁架失败在 9.9 应用负载金琪故障 kN。从表 4 可以看出测量的部队非常接近产量部队从小规模测试

結果 (中文) 2:

挠度只录得高达7千牛顿的载荷。故障发生在13.3千牛顿的载荷作为搭接部的连接失败，从而导致顶弦的底弦和扭转屈曲。桁架10包括1.2毫米和弦和1.2毫米对角线关系与每个连接只有一个再胜。进一步支撑加入到试验台。类似的扭曲法兰是显而易见的。桁架失败在9.9千牛由于捧得故障施加的载荷。从表4中可以看出，测得的力是非常接近的屈服力的小规模试验

結果 (中文) 3:

挠度仅记录到负荷的7千牛。故障发生在一个负荷的13.3千牛的铆钉连接失败，导致下弦屈曲和扭转顶部弦。桁架由1.2毫米10和弦和1.2毫米的对角线关系只有一个成交每连接。进一步支撑被添加到测试台。类似的扭曲法兰是显而易见的。在施加的载荷为9.9 kN由于成交失败的桁架失败。从表4可以看出，测得的力是非常接近的屈服应力从小型试验