A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of prestressed concrete beams by application of A.Caquot hypothesis of equal strength; Caquot formula is modified by expressing strength function in terms of normal and shearing stresses acting in cross-section perpendicular to beam axis; beam is subjected to number of states of loading; basic relationships are derived which enable determining function of web thickness; pertinent to bridge design. (00879)
Design of prestressed concrete beams by application of A.Caquot hypothesis of equal strength; Caquot formula is modified by expressing strength function in terms of normal and shearing stresses acting in cross-section perpendicular to beam axis; beam is subjected to number of states of loading; basic relationships are derived which enable determining function of web thickness; pertinent to bridge design. (00879)
Ksztaltowanie belek z betonu sprezonego z warunku wyrownywania wytezen wedlug hipotezy A.Caquot
Ksztaltowanie belek z betonu sprezonego z warunku wyrownywania wytezen wedlug hipotezy A.Caquot
Marks, W. (author)
1968
15 pages
Article (Journal)
Polish
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