Buckling of a Strut Under a Compression which Varies Discontinuously
1941 ◽
Vol 45
(368)
◽
pp. 278-280
SummaryIt often happens that in a plane truss all joints are not transversely stiffened. If one joint of the compressed girder of a beam is free, the girder is liable to fail by buckling perpendicular to the plane of the truss, between the adjacent joints. The chart given here enables a rapid determination of the critical loading to be made. The compression and moment of inertia are assumed constant along the length of each bay, but may be different in the two bays.
1976 ◽
Vol 34
◽
pp. 590-591
Keyword(s):
2012 ◽
Vol 40
(5)
◽
pp. 718
2013 ◽
Vol 40
(11)
◽
pp. 1725-1729
2018 ◽
Vol 36
(7)
◽
pp. 634
◽
2013 ◽
Vol 30
(9)
◽
pp. 926-930
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