A solid circular torsional member OPQ is subjected to torsional moments as shown in the figure (not to scale). The yield shear strength of the constituent material is 160 MPa.
The absolute maximum shear stress in the member (in MPa, round off to one decimal place) is \(\underline{\hspace{1cm}}\).
Step 1: Torque diagram and internal torque
From equilibrium of the shaft:
Internal torque in segment OP:
TOP = 2 + 1 = 3 kN·m
Internal torque in segment PQ:
TPQ = 1 kN·m
Step 2: Maximum shear stress formula
For a solid circular shaft:
τmax = (16T) / (πD3)
Step 3: Shear stress in segment OP
TOP = 3 kN·m = 3 × 106 N·mm
D = 0.1 m = 100 mm
τOP = (16 × 3 × 106) / (π × 1003)
τOP = 15.278 MPa
Step 4: Shear stress in segment PQ
TPQ = 1 kN·m = 1 × 106 N·mm
D = 0.08 m = 80 mm
τPQ = (16 × 1 × 106) / (π × 803)
τPQ = 9.94 MPa
Step 5: Absolute maximum shear stress
Absolute maximum shear stress occurs in the segment having the higher value.
τabs = max(τOP, τPQ)
τabs = 15.278 MPa
Final Answer:
Absolute maximum shear stress in the member = 15.3 MPa (rounded to one decimal place)

| Point | Staff Readings Back side | Staff Readings Fore side | Remarks |
|---|---|---|---|
| P | -2.050 | - | 200.000 |
| Q | 1.050 | 0.95 | Change Point |
| R | - | -1.655 | - |