2. Determine the curling stresses in a 20 cm slab during the day for a temperature differential of 15°C. Work out the solution considering the infinite slab case at an interior point and an edge point. Assuming the slab to have dimensions of 6m x 3.5m, compute the same for the case of edge, corner, and interior points. Assume the modulus of subgrade reaction as 14MN/m³.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Civil Engineering
2. Determine the curling stresses in a 20 cm slab during the day for a temperature differential
of 15°C. Work out the solution considering the infinite slab case at an interior point and
an edge point. Assuming the slab to have dimensions of 6m x 3.5m, compute the same for
the case of edge, corner, and interior points. Assume the modulus of subgrade reaction as
14MN/m?.
Transcribed Image Text:Civil Engineering 2. Determine the curling stresses in a 20 cm slab during the day for a temperature differential of 15°C. Work out the solution considering the infinite slab case at an interior point and an edge point. Assuming the slab to have dimensions of 6m x 3.5m, compute the same for the case of edge, corner, and interior points. Assume the modulus of subgrade reaction as 14MN/m?.
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