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**CE2257 STRENGTH OF MATERIALS LABORATORY**

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

**CE2252 STRENGTH OF MATERIALS**

**10me34 Mechanics of materials**

**CE 2035 ROCK ENGINEERING**

**CE2049 SMART STRUCTURES AND SMART MATERIALS | ANNA UNIVERSITY BE CIVIL ENGINEERING 8th SEMESTER SYLLABUS 2008 REGULATION**

**CE 2404 PRESTRESSED CONCRETE STRUCTURE**

**CE2251 SOIL MECHANICS**

**10CV43**

## A plane-strain compression (forging) of a block is shown in the figure. The strain in the z-direction is zero. The yield strength (Sy) in uniaxial tension/compression of the material of the block is 300 MPa and it follows the Tresca (maximum shear stress) criterion. Assume that the entire block has started yielding. At a point where 40 MPa (compressive) and 0, x xy the stress component y is

Asked On2019-07-09 06:50:26 by:Gaganpreet-Gandhi

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