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### Notes

**CE 2041 BRIDGE STRUCTURES**

**CE2306 DESIGN OF RC ELEMENTS**

**CE 2042 STORAGE STRUCTURES**

**10cv81**

**VTU SYLLABUS 2010 STRENGTH OF MATERIALS (COMMON TO CV/TR/EV/CTM) [10CV33] Engineering.**

**CE2307 CONCRETE AND HIGHWAY ENGINEERING LAB**

**CE 2071 REPAIR AND REHABILITATION OF STRUCTURES**

**CE 2032 PAVEMENT ENGINEERING**

**CE 2404 PRESTRESSED CONCRETE STRUCTURE**

**10me34 Mechanics of materials**

## An isolated concrete pavement slab of length L is resting on a frictionless base. The temperature of the top and bottom fibre of the slab are Tt and Tb, respectively. Given: the coefficient of thermal expansion = α and the elastic modulus = E. Assuming Tt > Tb and the unit weight of concrete as zero, the maximum thermal stress is calculated as

Asked On2019-07-05 11:46:16 by:Jaynil-Gaglani

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