Quickly and Easily Pass AACE International Exam with AACE-PSP real Dumps Updated on Jan-2024 [Q42-Q66]

Q42. 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?

Q43. Determine the correct formula and date for the late finish for Activity 2002.

Q44. These are the activities on the critical path:

Q45. What does the narrow band at “Y” represent?

Q46. Assuming a total of 30 lifts per crane per day, what is the maximum number of lifts that could be accomplished using 3 small tower cranes over a 5-day period?

Q47. Using the “normal” schedule, what is the early finish date of activity 10002 and its total float?

Q48. How could the structural steel drawing delay have been prevented?

Q49. During proofing of the product manual, a problem was discovered requiring 15 days additional time to effect a correction. How can the date of availability be maintained?

Q50. What is a key first step in developing a critical path method schedule?

Q51. Time-scaled logic diagrams are

Q52. What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

Q53. If no time extensions are granted and all actual delays are as described above, what will the total float calculation be at the end of the project?

Q54. Why does activity 11001 not show successor activities?

Q55. Project schedules help control all of the following EXCEPT for_____________________.

Q56. What method would be the best way to determine the most likely as-built critical path of a project that is underway, and the schedule of which has been partially progressed?

Q57. You are retained by a contractor who asks you to perform a simple as-planned versus as-built analysis (APAB) of a large hydro-electric dam project that took more than five years to complete. Your analysis will form the basis of a change order that requests a time extension. You suggest using a different methodology for quantifying the delay. Which of the following reasons for recommending a different analysis does NOT apply to a simple APAB analysis?

Q58. Which of the following is NOT required when performing weekly or monthly schedule updates?

Q59. Total float is defined as the amount of time an activity can be delayed without impacting

Q60. What is the free float for Activity F?

Q61. How much Total Float does drafting the product manual have?

Q62. There is only enough room for a maximum of 4 cranes to be placed on-site. Assuming that a single crane can perform 35 lifts per day and that a column pour requires 60 lifts, what is the minimum number of tower cranes that should be used for the above described column pours?

Q63. Which letter of the alphabet best approximates the graphical shape of a project’s cumulative cost baseline, or budgeted cost of work scheduled?

Q64. Project delays are best analyzed

Q65. Using the “normal” schedule, and assuming you are billing on the last day of the month for previous month and for appropriate partial months, how many invoices will you have for this project?

Q66. An early start constraint dictates