This question asks to identify the correct statement regarding stress distribution within a structural member, specifically focusing on bending stress and shear stress.
Statement: The bending stress in a section is zero at its neutral axis and maximum at the outer fibers.
Reasoning: In beam theory, the neutral axis is the axis within the cross-section where the bending stress is zero. The bending stress increases linearly with the distance from the neutral axis. Therefore, the stress reaches its maximum magnitude at the outermost points of the cross-section, known as the outer fibers.
Conclusion: Statement 1 is correct.
Statement: The shear stress is zero at the outer fibers and maximum at the neutral axis.
Reasoning: For most common cross-sectional shapes (like rectangles or I-beams), the shear stress distribution across the depth is parabolic. Shear stress is typically zero at the top and bottom surfaces (outer fibers) and attains its maximum value at the neutral axis.
Conclusion: Statement 2 is correct.
Statement: The bending stress at the outer fibers, is known as principal stress.
Reasoning: Principal stresses represent the maximum and minimum normal stresses acting at a point. In simple bending, the normal stress is maximum at the outer fibers. At these locations, the shear stress is often zero or negligible. Therefore, the maximum bending stress experienced at the outer fibers corresponds to a principal stress.
Conclusion: Statement 3 is correct.
Since statements 1, 2, and 3 are all accurate descriptions of stress distribution in beams:
Therefore, the option 'All of these' is the correct choice, as it encompasses all the true statements.
The maximum shear stress in a circular beam is
An increase in load at the free end of a cantilever is likely to cause failure-
The maximum bending stress in a curved beam having symmetrical section always occurs at the
The stresses caused by the bending moment is called -