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Study deals with determination of optimum solution of beams with constant cross-section and equal spans, subjected to system of constant dead loads, and system of live loads which may vary from zero to limit value, corresponding to plastic collapse of structure; live loads have fixed position and may form various load schemes.
Study deals with determination of optimum solution of beams with constant cross-section and equal spans, subjected to system of constant dead loads, and system of live loads which may vary from zero to limit value, corresponding to plastic collapse of structure; live loads have fixed position and may form various load schemes.
Optimum plastic moments of reinforced concrete continuous beams
Indian Concrete J
Petcu, V. (author)
1962
4 pages
Article (Journal)
English
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