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Design of simply supported prestressed concrete beams for working loads
On assumption that stresses are within linear stress/strain range, equations are developed for prestressed section subjected to bending moment; limiting conditions of creep and shrinkage; using tabulated properties, it is shown how satisfactory section may be rapidly obtained.
Design of simply supported prestressed concrete beams for working loads
On assumption that stresses are within linear stress/strain range, equations are developed for prestressed section subjected to bending moment; limiting conditions of creep and shrinkage; using tabulated properties, it is shown how satisfactory section may be rapidly obtained.
Design of simply supported prestressed concrete beams for working loads
Instn Civ Engrs -- Proc
Gifford, F.W. (author)
1953
15 pages
Article (Journal)
English
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