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AACE International Planning & Scheduling Professional (PSP) Exam Sample Questions (Q38-Q43):

NEW QUESTION # 38
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

A. ADM uses arrows, while PDM uses boxes.
B. ADM is manual CPM calculations, while PDM is computerized.
C. ADM is limited to finish-to-start logic relationships, while PDM is not.
D. PDM is a bar chart with network logic, while ADM is a pure logic network.

Answer: C

Explanation:
* Arrow Diagramming Method (ADM):
Also known as Activity-on-Arrow (AoA).
Activities are represented as arrows, and only finish-to-start (FS) relationships are supported.
ADM has limitations in representing other relationships like start-to-start (SS), finish-to-finish (FF), or start-to-finish (SF).
* Precedence Diagramming Method (PDM):
Known as Activity-on-Node (AoN).
Activities are represented as nodes (boxes), allowing for flexibility in logic relationships, including FS, SS, FF, and SF.
* PSP Study Guide Reference:
The PSP Study Guide highlights that PDM has more advanced capabilities compared to ADM, particularly in defining diverse logical relationships.
* Conclusion: The correct answer is A, as ADM is restricted to finish-to-start logic, while PDM offers more flexibility.

NEW QUESTION # 39
Determine the correct formula and date for the late finish for Activity 2002.

A. LS.2003 - 1 day -> 11.06.01.
B. LS.2003 + 1 day -> 10-07-01.
C. LS.2003 - 1 day -> 10-06-01.
D. LS.2003 - 1 day -> 10-05-01.

Answer: D

Explanation:
* Activity Relationships:
Activity 2002 is directly succeeded by Activity 2003 in the schedule.
The late start (LS) of Activity 2003 determines the late finish (LF) of Activity 2002, adjusted by any lags or additional constraints.
* Late Finish Calculation Formula:
LF of 2002 = LS of 2003 - 1 day.
This accounts for the predecessor-successor logic and the sequence of activities.
* Date Calculation:
Late start of 2003 = 10-06-01.
Late finish of 2002 = 10-06-01 - 1 day = 10-05-01.
* Verification:
PSP guidelines emphasize that late finish values are derived by subtracting any relevant time constraints from the successor's late start (Ref: PSP Study Guide, Chapter 2A: Backward Pass Calculations)

NEW QUESTION # 40
As a change to the network for the current update, activity 6002 is required to begin ten days after the beginning of activity 6001. Which is the simplest logic organization?

A. A start-to-start relationship with a ten-day lag assigned to activity 6001; activity 6002 will be dependent on activity 6001
B. A finish-to-start relationship with a ten-day lag assigned to activity 6002; activity 6001 will be dependent on activity 6002
C. A start-to-start to relationship for both activities 6001 and 6002 with a ten-day lag assigned to activity 6002.
D. A start-to-finish relationship with both activities 6001 and 6002 having a ten-day lag

Answer: A

NEW QUESTION # 41
Each column must be poured in one day. Each column requires 2,000 cubic feet of concrete. The lift bucket has a capacity of 40 cubic feet. How many lifts will be required per column pour?

A. 20 lifts
B. 5 lifts
C. 80 lifts
D. 50 lifts

Answer: C

Explanation:
* Volume of Concrete per Column:
Each column requires 2,000 cubic feet of concrete.
* Lift Bucket Capacity:
Each lift bucket holds 40 cubic feet.
* Calculate Number of Lifts per Column:
Number of Lifts = Volume of Concrete ÷ Bucket Capacity = 2,000 ÷ 40 = 80 lifts.
* Cross-Verification:
Option B (50 lifts): Incorrect. Miscalculates required lifts.
Option C (5 lifts): Incorrect. Unrealistic for 2,000 cubic feet.
Option D (20 lifts): Incorrect. Underestimates.
Option A (80 lifts): Correct.

NEW QUESTION # 42
How could the structural steel drawing delay have been prevented?

A. Add a time buffer at the end of structural steel activities.
B. Release the structural steel for fabrication concurrent with review of structural steel shop drawings.
C. Allow adequate time for review and resubmittal in the baseline schedule.
D. Switch to post-tensioned concrete construction.

Answer: C

Explanation:
* Preventing Structural Steel Delays:
Incorporating realistic timeframes for shop drawing review and resubmittals in the baseline schedule prevents design-related delays.
* Evaluation of Other Options:
A: Adding time buffers does not address the root cause.
C: Concurrent review may create confusion and errors.
D: Switching to post-tensioned concrete is a significant design change, not a practical solution for a scheduling issue.
* Verification with PSP Guidelines:
Adequate review time aligns with PSP scheduling best practices (Ref: PSP Study Guide, Chapter 2B: Schedule Development and Baseline Creation).

NEW QUESTION # 43
......

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AACE-PSP Reliable Exam Vce | Valid Exam AACE-PSP Practice

AACE-PSP Planning & Scheduling Professional (PSP) Exam Web-Based Practice Exam

AACE International Planning & Scheduling Professional (PSP) Exam Sample Questions (Q38-Q43):

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