<p>The wooden building skeleton of the present invention has excellent quake resistance because the column of a rigid-frame structure joined to a cross member or the foundation in such a way that a bending moment can be transferred therebetween and the load-bearing wall therein 5 exhibit their load bearing ability. A foundation 3 and a wooden column 1 and the wooden column and a beam 2 are respectively joined by two bolts 13 in such a way that a bending moment can be transferred therebetween. A load-bearing wall 4 is also provided between the beam 2 and the foundation 3. The length of the section of the bolts which undergoes elongation when inter-story deflection occurs between the beam and the foundation or the cross-sectional 0 dimensions of the wooden column is set such that the inter-story deflection which is generated before the wooden column is fractured is almost equal to or greater than the inter-story deflection which is generated before the load-bearing wall is fractured. 21 L-j U2 14a U 1 14b ivy.2 a1 o 0 0</p>
