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**A circular steel bar of diameter 10 mm is bent into the shape as shown in figure, and lies in x-z plane. A horizontal force P is applied along the positive z-direction as shown. The yield strength of the steel is 200 MPa. Neglecting the effect of transverse shear, the load P (in Newton) required to initiate yielding as per maximum shear stress theory of failure is............[up to two decimal places]**

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### Notes

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

**CE2201 MECHANICS OF SOLIDS**

**10me34 Mechanics of materials**

**CE2251 SOIL MECHANICS**

**CE2252 STRENGTH OF MATERIALS**

**CE 2041 BRIDGE STRUCTURES**

**CE 2042 STORAGE STRUCTURES**

**CE 2404 PRESTRESSED CONCRETE STRUCTURE**

**CE2352 DESIGN OF STEEL STRUCTURES**

**CE2257 STRENGTH OF MATERIALS LABORATORY**

## A circular steel bar of diameter 10 mm is bent into the shape as shown in figure, and lies in x-z plane. A horizontal force P is applied along the positive z-direction as shown. The yield strength of the steel is 200 MPa. Neglecting the effect of transverse shear, the load P (in Newton) required to initiate yielding as per maximum shear stress theory of failure is............[up to two decimal places]

## Gate 2018 Solid mechanics

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