1. **Problem Statement:**
Calculate the shear forces and bending moments for a cantilever beam fixed at A with a downward reaction of 24 kN at A, a uniformly distributed load (UDL) of 8 kN/m over the middle 3 m segment, and a downward point load P = 40 kN at the free end.
2. **Given:**
- Reaction at A: $R_A = 24$ kN downward
- UDL: $w = 8$ kN/m over 3 m
- Point load at free end: $P = 40$ kN downward
- Beam segments: 1 m (left), 3 m (middle), 1 m (right)
3. **Step 1: Calculate total UDL load**
$$W = w \times 3 = 8 \times 3 = 24 \text{ kN}$$
4. **Step 2: Calculate net vertical force at A (By)**
Sum of downward loads: $24 + 24 + 40 = 88$ kN
Since $R_A = 24$ kN downward, the vertical reaction at A to balance is:
$$B_y = 88 - 24 = 64 \text{ kN upward}$$
5. **Step 3: Shear force at 1 m (just right of fixed end)**
Shear force just right of A:
$$V_{1m} = R_A - 0 = 24 \text{ kN downward}$$
6. **Step 4: Shear force at 1 m (just left of UDL start)**
Shear force just before UDL:
$$V_{1m-} = 24 \text{ kN downward}$$
7. **Step 5: Shear force at 1 m (just right of UDL start)**
Shear force after 1 m of UDL:
$$V_{1m+} = 24 - (8 \times 1) = 24 - 8 = 16 \text{ kN downward}$$
8. **Step 6: Shear force at B (free end)**
Shear force at free end:
$$V_B = 24 - 24 - 40 = -40 \text{ kN downward}$$
9. **Step 7: Moment at B (1B)**
Moment at free end is zero since it is free:
$$M_B = 0$$
10. **Step 8: Calculate max and min shear and moments**
- Max shear $V_{max} = 24$ kN downward at A
- Min shear $V_{min} = -40$ kN downward at free end
- Max moment occurs at fixed end A due to loads:
$$M_{max} = 24 \times 0 + 8 \times 3 \times \frac{3}{2} + 40 \times 5 = 0 + 36 + 200 = 236 \text{ kNm}$$
- Min moment $M_{min} = 0$ at free end
11. **Summary of answers:**
- $\Delta Y = 0$ (no vertical displacement given)
- $B_y = 64$ kN upward
- $V_{POS 1m} = 24$ kN downward
- $V_{NEG 1m} = 16$ kN downward
- $V_{NEG B} = 40$ kN downward
- $M_B = 0$ kNm
- $V_{max} = 24$ kN downward
- $V_{min} = -40$ kN downward
- $M_{max} = 236$ kNm
- $M_{min} = 0$ kNm
All values rounded to 3 significant digits.
Shear Bending C870F6
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