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Effect of Support Restraint on Wood-to-Wood, Joist Hanger Connection

机译:支撑约束对木木托梁连接的影响

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A common model of light gauge, metal joist hanger is tested on a wood-to-wood connection for two conditions. One condition follows the commonly used test standard for joist hangers, which allows the support beam to be restrained from horizontal and rotational movement. The second condition (unrestrained) allows the support beam to freely move horizontally and in rotation. The results show that the unrestrained case is much weaker than the standard restrained case. For the model of hanger tested, the average ultimate load for the unrestrained case was 28% of the standard restrained case. The mode of failure for the unrestrained case is different than that for the restrained case. This documents the importance of providing means of restraining the supporting beam by methods other than the connection via the joist hanger. The ASTM testing method for joist hangers may need to be adjusted to account for this possible mode of failure.
机译:轻量级金属托梁吊架的通用模型在两个条件下的木对木连接上进行了测试。一种条件遵循常用的托梁吊架测试标准,该标准允许限制支撑梁的水平和旋转运动。第二种条件(不受限制)允许支撑梁自由地水平移动和旋转。结果表明,无约束情况比标准约束情况要弱得多。对于测试的衣架模型,无约束情况的平均极限载荷为标准约束情况的28%。无约束情况下的失败模式与受约束情况下的失败模式不同。这证明了通过除通过托梁吊架的连接以外的方法来提供限制支撑梁的手段的重要性。可能需要调整用于托梁吊架的ASTM测试方法,以解决这种可能的故障模式。

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