# Civil Engineering - Theory of Structures

Exercise : Theory of Structures - Section 3

- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4

6.

The eccentricity (

*e*) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100*t*for non-development of tension, is7.

If

*I*and_{x}*I*are the moments of inertia of a section about_{y}*X*and*Y*axes, the polar moment of inertia of the section, is8.

Maximum shear stress theory for the failure of a material at the elastic limit, is known

9.

The force in

*AC*of the truss shown in the given figure, is10.

For determining the force in the member

*AB*of the truss shown in the given figure by method of sections, the section is made to pass through*AB*,*AD*and*ED*and the moments are taken aboutQuick links

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