### Solution of Design Moment Strength of An Irregularly Shaped Beam Section

**Articles > Solution of Design Moment Strength of An Irregularly Shaped Beam Section**

### Question:

Calculate the design moment strength of the section shown. The compressive strength of the concrete is 4000 psi, and the yield stress of the reinforcement is 60,000 psi.

### Solution:

All the formulas used in this solution are obtained from **Flexural Design of Reinforced Concrete Beams** article.

The equivalent area of the compression zone can be found from

Because the equivalent area of the compression zone exceeds the areas in the rectangular regions to the left and right of the trough, the compression zone extends to some depth below the bottom of the trough. This depth is

The equivalent compression force can be expressed in terms of a component acting in the rectangular regions adjacent to the trough, C1, and a component acting over the region below the trough, C2.

Taking moments of the two forces about the line of action of the tension force gives the design moment strength of the section.

## Read also:

- Flexural Design of Reinforced Concrete Beams
- Solution of Maximum Uniformly Distributed Service Live Load That A Beam Can Support Based on Its Flexural Strength
- American Standard Channels Section Properties and Dimensions in Imperial Units
- Solved Example: Analysis of a welded steel beam-to-column connection (BS 5950)
- Reinforced Concrete Beam Design

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