Q4. A post-tension concrete beam, 8m length of a rectangular section, 100 mm wide and 300 mm deep, is pre-stressed by five wires of 7 mm diameter located at an eccentricity of 50 mm. The initial stress in the wires being 1200 N/mm2. The modulus of elasticity of steel and concrete are 210000 and 35000 N/mm, respectively. Estimate the percentage loss of stress in steel due to creep of concrete, if the beam carrying a dead load of 3kN/m.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q4. A post-tension concrete beam, 8m length of a rectangular section, 100 mm wide and 300 mm
deep, is pre-stressed by five wires of 7 mm diameter located at an eccentricity of 50 mm. The initial
stress in the wires being 1200 N/mm2. The modulus of elasticity of steel and concrete are 210000 and
35000 N/mm, respectively. Estimate the percentage loss of stress in steel due to creep of concrete, if
the beam carrying a dead load of 3kN/m.
Transcribed Image Text:Q4. A post-tension concrete beam, 8m length of a rectangular section, 100 mm wide and 300 mm deep, is pre-stressed by five wires of 7 mm diameter located at an eccentricity of 50 mm. The initial stress in the wires being 1200 N/mm2. The modulus of elasticity of steel and concrete are 210000 and 35000 N/mm, respectively. Estimate the percentage loss of stress in steel due to creep of concrete, if the beam carrying a dead load of 3kN/m.
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