For prestressed structural elements, high strength concrete is used primarily because
A
both shrinkage and creep are more
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B
shrinkage is less but creep is more
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C
modulus of elasticity and creep values are higher
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D
high modulus of elasticity and low creep
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Solution
The correct option is D high modulus of elasticity and low creep High strength concrete is less liable to shrinkage cracks and has a higher modulus of elasticity and smaller ultimate creep strain, resulting in a smaller loss of prestress in steel. The use of high strength concrete results in a reduction in cross-sectional dimensions of prestressed concrete structural elements. With a reduced dead weight of the material, longer spans become technically and economically practicable.