A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Utilizing beams of pretensioned prestressed concrete in which steel is stretched before concrete has set. n 10 Oct 1955 p 466-71: Design calculations for simply supported pretensioned asymmetrical I-beam of uniform section and 25 ft effective span to carry superload of 150 Ib per ft run of beam; table shows stress changes when live load varies. n 11 Nov p 511-5: Design of simply supported post tensioned asymmetrical I-beam of uniform section and 65 ft span to carry live load of 1365, 5 Ib per ft run; table of stresses.
Utilizing beams of pretensioned prestressed concrete in which steel is stretched before concrete has set. n 10 Oct 1955 p 466-71: Design calculations for simply supported pretensioned asymmetrical I-beam of uniform section and 25 ft effective span to carry superload of 150 Ib per ft run of beam; table shows stress changes when live load varies. n 11 Nov p 511-5: Design of simply supported post tensioned asymmetrical I-beam of uniform section and 65 ft span to carry live load of 1365, 5 Ib per ft run; table of stresses.
Prestressed concrete design
Civ Structural Engrs Rev
Taylor, W.T. (author)
1955
Article (Journal)
English
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