Civil Engineering - Theory of Structures
Exercise : Theory of Structures - Section 4
- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4
1.
In case of principal axes of a section
2.
The forces acting normally on the cross section of a bar shown in the given figure introduce


3.
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is
4.
If the normal stresses due to longitudinal and transverse loads on a bar are σ1 and σ2 respectively, the tangential component of the stress on an inclined plane through θ°, the longitudinal load is
5.
The ratio of the section modulus of a square section of side B and that of a circular section of diameter D, is
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers