In the previous paper, an analytical method for periodic response of floating framed structures subjected to regular waves was presented, where flexibilities of structural members were included in the motion equations so that the effects of flexibilities pn the motions could be calculated and also that member stresses could be evaluated with good accuracy. This paper is a successive issue to the previous one. By comparing calculations with experiments of several kinds of foundamental models, the relation between motions and member stresses was made clear. Moreover, the method was extended to make it possible to analyze floating framed structures with pins and rollers.