In the previous paper, the outlines of the methods for the theoretical stress analysis and the experimental stress analysis on "Oktaplatte", a kind of spaced frames, have been reported. In this report, the calculation method of the stresses of lattice members is imformed. Then, the calculations of the model of "Oktaplatte" are carried out for example, and the results are compared with the results of the load tests as before. Furthermore, tho outlines of vertical and horizontal load tests on the model is reported. From these data, we obtain the fact that the flexual rigidity of the model is rather smaller than that which is calculated by means of the previously described method, and the horizontal rigidity of the model is not larger than that of concrete diaphram, but larger than that of the diaphram which is usually used in the steel construction. It will be useful for designing "Oktaplatte".