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Draw the shear and moment diagrams for the simply supported beam and specify the maximum value of shear and bending moment.  

The **Shear Force Diagram (SFD)** and **Bending Moment Diagram (BMD)** have been plotted above.

### Maximum Values:
- **Maximum shear force**: \( V_{\text{max}} = 112.5 \, \text{kN} \) (occurs at the supports).
- **Maximum bending moment**: \( M_{\text{max}} = 337.5 \, \text{kN} \cdot \text{m} \) (occurs at the center of the beam).

Would you like any more detailed analysis or calculations? Here are a few related questions you might find helpful:

1. How do we calculate the location of the maximum bending moment?
2. How does the shape of the triangular load affect the shear and moment diagrams?
3. Can we use the moment-area method to verify the maximum moment?
4. How would the reaction forces change if the beam had an asymmetrical load?
5. What are the consequences of changing the type of supports on the beam?

**Tip:** For triangular loads, the centroid of the load plays a crucial role in determining the location of applied forces and bending moments.

Draw the shear and moment diagrams for the simply supported beam and specify the maximum value of shear and bending moment.

This problem involves calculating the shear and moment diagrams for a simply supported beam under triangular loading, with maximum shear force at 112.5 kN and maximum bending moment at 337.5 kN·m. Key structural analysis concepts such as shear force and bending moment equations are applied.

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