A pre-tensioned rectangular concrete beam 150 mm wide and 300 depth is prestressed with three straight tendons, each having a cross- sectional area of 50 mm2, to an initial stress of 1200 N/mm2. The tendons are located at 100 mm from the soffit of the beam. If the modular ratio is 6, the loss of prestressing force (in kN, up to one decimal place) due to the elastic deformation of concrete only is
A pre-tensioned rectangular concrete beam 150 mm wide and 300 depth is prestressed with three straight tendons, each having a cross- sectional area of 50 mm2, to an initial stress of 1200 N/mm2. The tendons are located at 100 mm from the soffit of the beam. If the modular ratio is 6, the loss of prestressing force (in kN, up to one decimal place) due to the elastic deformation of concrete only is
Chapter2: Loads On Structures
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![A pre-tensioned rectangular concrete beam
150 mm wide and 300 depth is prestressed with
three straight tendons, each having a cross-
sectional area of 50 mm2, to an initial stress of
1200 N/mm2. The tendons are located at 100 mm
from the soffit of the beam. If the modular ratio
is 6, the loss of prestressing force (in kN, up to
one decimal place) due to the elastic deformation
of concrete only is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F035c9adf-f690-4c79-9a7a-ca8f2123a955%2Fa4b846ec-436f-4cd4-8587-ed1ca4816277%2Fdm0dwm9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A pre-tensioned rectangular concrete beam
150 mm wide and 300 depth is prestressed with
three straight tendons, each having a cross-
sectional area of 50 mm2, to an initial stress of
1200 N/mm2. The tendons are located at 100 mm
from the soffit of the beam. If the modular ratio
is 6, the loss of prestressing force (in kN, up to
one decimal place) due to the elastic deformation
of concrete only is
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