I see that you’ve uploaded two beam diagrams, each showing a different load configuration. Let’s break down the analysis of both beams and compute the reactions, shear forces, and bending moments.

1. First Beam Diagram (Top)

• Beam Length: 16 feet (composed of four 4-foot segments).
• Loads:
  • Four concentrated loads of 15 kips (K) each, applied at regular intervals.
• Supports:
  • A roller support at $B$ and a pin support at $A$.

Reaction Forces:

We need to calculate the reactions at supports $A$ and $B$.

• Let’s start by taking moments about $A$.

2. Second Beam Diagram (Bottom)

• Beam Length: 8 meters (6 m + 2 m).
• Loads:
  • A distributed load of 10 kN/m over the 6 m section from $A$ to $C$.
  • A point load of 50 kN applied at the end of the beam at $B$.
• Supports:
  • A roller support at $B$ and a pin support at $A$.

Reaction Forces:

• Let’s calculate the reactions using equilibrium equations.

I will now compute the reactions for both beams.### 1. First Beam Diagram (Top)

• Reactions:
  • $R_A = 22.5 \, \text{kips}$
  • $R_B = 37.5 \, \text{kips}$

These reaction forces balance the four concentrated loads of 15 kips applied at regular intervals across the beam.

2. Second Beam Diagram (Bottom)

• Reactions:
  • $R_A = 37.5 \, \text{kN}$
  • $R_B = 72.5 \, \text{kN}$

These reaction forces account for the 10 kN/m distributed load across the first 6 meters and the 50 kN point load at the end of the beam.

If you'd like, I can now calculate the shear forces and bending moments for both beams and provide detailed diagrams.

Would you like to proceed with that?

Here are five related questions to expand on this:

1. How do you calculate shear force along the length of a beam with a distributed load?
2. What is the maximum bending moment for each of these beams?
3. How does the type of support (roller or pin) affect the reaction forces in a beam?
4. What would change if one of the 15 kips loads were removed from the first beam?
5. How does shear force vary across the length of a simply supported beam?

Tip: Always start the analysis with equilibrium equations to ensure all forces and moments are balanced.