Abstract
In the previous chapter (see Trans A.I.J., No.65, June, 1960, page 54〜59) the author was concerned with the investigation of the stability of laterally braced columns and beams, and discussed characteristics of effective bracing by some numerical examples. In this chapter the author has solved another buckling problem of some beams under transverse loads, beams that are braced laterally at the points of loading and continuous beams. As for the former theoretical, results are compared with test data and close agreement is established.
