Step 1: Understanding the Question:
This mechanics of materials problem requires us to find the axial stress in a specific segment (QR) of a stepped bar subjected to multiple point loads along its length.
Step 2: Key Formula or Approach:
The stress ($\sigma$) in any segment is given by:
\[ \sigma = \frac{F_{\text{internal}}}{A} \]
where $F_{\text{internal}}$ is the net internal axial force in that segment, obtained by using the method of sections, and $A$ is the cross-sectional area.
Step 3: Detailed Explanation:
• Check the global equilibrium of the bar using the forces given in the diagram:
- Force at P: $63 \text{ kN} \leftarrow$
- Force at Q: $35 \text{ kN} \rightarrow$
- Force at R: $49 \text{ kN} \rightarrow$
- Force at S: $21 \text{ kN} \leftarrow$
- Sum of leftward forces = $63 + 21 = 84 \text{ kN}$
- Sum of rightward forces = $35 + 49 = 84 \text{ kN}$
- The bar is in static equilibrium.
• To find the internal force in segment QR, we cut a section through QR and analyze the forces on the left portion (segment PQ):
- Forces acting to the left of the cut are the $63 \text{ kN} \leftarrow$ force at P and the $35 \text{ kN} \rightarrow$ force at Q.
- Net external force on the left side:
\[ F_{\text{net, left}} = 63 \text{ kN} (\leftarrow) - 35 \text{ kN} (\rightarrow) = 28 \text{ kN} (\leftarrow) \]
- For equilibrium, the internal force in segment QR ($F_{\text{QR}}$) must balance this net force:
\[ F_{\text{QR}} = 28 \text{ kN} \text{ (Tension)} \]
• Calculate the axial stress in QR:
- Area of the bar, $A = 700 \text{ mm}^2$
\[ \sigma_{\text{QR}} = \frac{F_{\text{QR}}}{A} = \frac{28 \text{ kN}}{700 \text{ mm}^2} = \frac{28000 \text{ N}}{700 \text{ mm}^2} = 40 \text{ N/mm}^2 = 40 \text{ MPa} \]
Step 4: Final Answer:
The stress in the segment QR is $40 \text{ MPa}$.