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Lateral buckling problems in hoisting and erection of slender beams
Derived basic equation for angle of rotation in position of equilibrium involving spatial deflection which is associated with lateral buckling is valid on assumption that material is elastic and homogeneous; determining lateral buckling load of beam which is suspended by means of ropes, and which is acted on by dead load under considered various cross section conditions.
Lateral buckling problems in hoisting and erection of slender beams
Derived basic equation for angle of rotation in position of equilibrium involving spatial deflection which is associated with lateral buckling is valid on assumption that material is elastic and homogeneous; determining lateral buckling load of beam which is suspended by means of ropes, and which is acted on by dead load under considered various cross section conditions.
Lateral buckling problems in hoisting and erection of slender beams
Vippningsproblem vid hissning och montering av slanka balkar
Pettersson, O. (author)
Nordisk Betong ; 4
1960
40 pages
Article (Journal)
Swedish
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