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End restraints on truss members
Behavior of compression members of rigidly connected structural frames subjected to varying end restraints; method based on moment distribution introduced by E.E.LUNDQUIST; end restraints decrease and effective lengths increase as loads are increased, until frame buckles; buckling load coincides practically with yield point of steel regardless of end restraints.
End restraints on truss members
Behavior of compression members of rigidly connected structural frames subjected to varying end restraints; method based on moment distribution introduced by E.E.LUNDQUIST; end restraints decrease and effective lengths increase as loads are increased, until frame buckles; buckling load coincides practically with yield point of steel regardless of end restraints.
End restraints on truss members
Am Soc Civ Engrs -- Proc
Wessman, H.E. (author) / Kavanagh, T.C. (author)
1949
19 pages
Bibliography
Article (Journal)
English
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End restraints on truss members
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