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Shear, diagonal tension, and anchorage in beams
Conditions at points of contraflexure; bending stresses have influence on both direction of tension cracks and on shearing strength; shrinkage stresses have considerable influence on diagonal tensile strength; ordinary formula for shearing stresses in reinforced concrete beams is not applicable at sections where there are no bending stresses.
Shear, diagonal tension, and anchorage in beams
Conditions at points of contraflexure; bending stresses have influence on both direction of tension cracks and on shearing strength; shrinkage stresses have considerable influence on diagonal tensile strength; ordinary formula for shearing stresses in reinforced concrete beams is not applicable at sections where there are no bending stresses.
Shear, diagonal tension, and anchorage in beams
Am Concrete Inst -- J
Rensaa, E.M. (author)
1958
21 pages
Article (Journal)
English
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