Abstract
The purpose of this series of studies is to propose an assurance design method of connection in wooden wall structure calculated on allowable stress design and to verify its validity. In this paper, tensile, bending and combined load tests for the connection were conducted focusing on transition of uplifting condition, tensile load acting on each fastener and so on. From the test result, the point of deformation that column uplifting vanishes and each fastener’s tensile load could be appropriately predicted by the proposed calculation method. Furthermore, an already-known verification formula for combined stress was applied into the test results.
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