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Section 3.6
Example Problems
Last Revised:
04/08/2018
Reference Files:
Example Problems:
- Example 3.1: This problem presents a non-rectangular shape
with an assumed neutral axis location which denotes bending only about the
X-X principle axis. A 3D model of the section and
stress is presented as a way to visualize the concepts presented in section
3.2
- Example 3.2: This problem demonstrates the computation of
nominal forces associated with the pure axial forces (compression and
tension) on an unsymmetrical section.
- Example 3.3: This problem demonstrates the computation of
nominal forces associated with pure bending of a singly reinforced
rectangular section about its major axis.
- Example 3.4: This problem demonstrates the computation of
nominal forces associated with pure bending of a doubly reinforced
rectangular section.
- Example 3.5: This problem demonstrates the computation of
nominal forces associated with biaxial bending on a symmetrical section.
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