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Test of prestressed concrete double-tee slab at ecole polytechnique, Montreal

Lanthier, C. / Hurtubise, J.E. / Heskith, B.A.

Slab, consisting of upper flange and two webs, was prestressed by means of 12 strands, each consisting of 7 high tensile strength steel wires; concrete had minimum ultimate strength of 6000 psi at age of 28 days; age at time of test was 30 days; loading was done by Haydite concrete blocks; measurements of deflection were taken by high precision surveyor's level; table and graph show results.

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Test of prestressed concrete double-tee slab at ecole polytechnique, Montreal

Lanthier, C. / Hurtubise, J.E. / Heskith, B.A.

Slab, consisting of upper flange and two webs, was prestressed by means of 12 strands, each consisting of 7 high tensile strength steel wires; concrete had minimum ultimate strength of 6000 psi at age of 28 days; age at time of test was 30 days; loading was done by Haydite concrete blocks; measurements of deflection were taken by high precision surveyor's level; table and graph show results.

Test of prestressed concrete double-tee slab at ecole polytechnique, Montreal

Lanthier, C. / Hurtubise, J.E. / Heskith, B.A.

Slab, consisting of upper flange and two webs, was prestressed by means of 12 strands, each consisting of 7 high tensile strength steel wires; concrete had minimum ultimate strength of 6000 psi at age of 28 days; age at time of test was 30 days; loading was done by Haydite concrete blocks; measurements of deflection were taken by high precision surveyor's level; table and graph show results.

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Title:

Test of prestressed concrete double-tee slab at ecole polytechnique, Montreal

Additional title:

Prestressed Concrete Inst -- J

Contributors:

Lanthier, C. (author) / Hurtubise, J.E. (author) / Heskith, B.A. (author)

Published in:

Prestressed Concrete Institute -- Journal ; 4

Publication date:

1959

Size:

6 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Concrete testing

© Metadata Copyright Elsevier B. V. All rights reserved.

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