"A computer architect redesigns the pipeline above to enable branch prediction. When PCSrc is asserted (branch taken) IF/ID is f
lushed, and speculative instructions are flushed by deasserting some of their control signals. No other modifications are made. Which control signals of speculative instructions must be deasserted when PCSrc is asserted, to ensure correct operation
1 answer:
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Answer:
The principal stresses are σp1 = 27 ksi, σp2 = -37 ksi and the shear stress is zero
Explanation:
The expression for the maximum shear stress is given:
Where
σx = stress in vertical plane = 20 ksi
σy = stress in horizontal plane = -30 ksi
τM = 32 ksi
Replacing:
Solving for τxy:
τxy = ±19.98 ksi
The principal stress is:
Where
σp1 = 20 ksi
σp2 = -30 ksi
(equation 1)
equation 2
Solving both equations:
σp1 = 27 ksi
σp2 = -37 ksi
The shear stress on the vertical plane is zero