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Method applicable in case of simple bending provided that cross section has one axis of symmetry on which center of prestress is located.
Method applicable in case of simple bending provided that cross section has one axis of symmetry on which center of prestress is located.
Calculation of beams of prestressed concrete
Contribution au calcul de poutres en beton precontraint
Lipski, A. (author)
1949
7 pages
Diagrams
Article (Journal)
French
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