Mmup questionnaire 4
0 likes192 views
This document contains a 30 question multiple choice exam on cost control and construction project management topics. The exam includes questions about critical path method (CPM) network diagrams, PERT analysis, cost variance calculation, economic analysis of leasing vs purchasing, compound interest calculation, structural engineering calculations, concrete properties and testing, soil mechanics principles, structural stability, deflection limits, truss force analysis, fluid pressure calculations, and buoyancy force calculations. The document provides the questions, multiple choice answers, and identifies the exam as belonging to the Cost Control Department.
Mmup questionnaire 4
- 1. Question No. 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 > 30 MMUP Review Exam - Answer Key Name: ID.No:
- 2. Question No. A B C D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 > 30 MMUP Review Exam - Answer Sheet Name: EMP.No:
- 3. Cost Control Department > MMUP Review Exam Name: EMP No. Project: Date: Page 1 of 7
- 4. Cost Control Department 1 Completion of an activity on CPM network diagram is generally known as: a. Event b. Node c. Connector d. All Of The Above. 2 Pick up the incorrect statement from the following: a. The Activity Is The Time Consuming Part Of A Project. b. The Beginning And The End Of A Job Are Called Events. c. The Activity Which Consumes Maximum Time Is Called Anode. d. Logically And Sequentially Connected Activities And Events From A Network 3 Critical path lies along the activites having total float a. Positive b. Negative c. Zero d. Same 4 PERT is: a. An Analytic Concept. b. Limited Of Event Oriented Diagrams. c. Used For Research And Development Project d. All Of The Above. 5 For the network shown in the given figure, the expected time for the activity. 3 - 4 - 5 5 - 7 - 9 6 - 8 - 10 a. 1-2 Is 4 b. 2-3 Is 7 c. 3-4 Is 8 d. All Of The Above. 6 The three time estimates for the activities fo the network shown in the given figure are shown above their arrows: The earliest expected time for the even 4 is: 3 - 4 - 5 5 - 7 - 9 6 - 8 - 10 a. 19 b. 14 c. 24 d. None Of Those 1 2 3 4 1 2 3 4 Page 2 of 7
- 5. Cost Control Department 7 Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2 is: 15 - 28 - 21 27 - 35 - 43 12 - 15 - 16 a. .20 b. .25 c. .35 d. .15 8 Work Package XX have a(4) stage and each stage will take one week to complete with $500 estimated cost per stage. End of 2nd week, 3 stages were completed and contractor has spend $1,700. What is the cost variance (cv)? a. 500 b. -$200 c. 200 d. None Of The Above. 9 Assume you can lease an item you need for project for $ 800/day. To purchase the item the cost is $ 12,000 plus daily operational cost of $ 400/day. If you need the item for more than 30 days, it is more economical to: a. To Lease It b. To Purchase It 10 Bob invest $ 1,000 today and an interest rate of 5%. After 10 years, his investment will be worth? a. 1200.2 b. 1500.49 c. 1628.89 d. 1328.4 1 2 3 4 Page 3 of 7
- 6. Cost Control Department 11 Determine the nominal moment Mn for a beam of cross section shown where fc1 = 4,000, Psi assume A615, grade 60 steel that has a yield strength of 60 Ksi and a modulus of elasticity = 29x106 Psi a. 247.78 Ft.Kip b. 274.78 Ft.Kip c. 278.47 Ft.Kip d. 297.34 Ft.Kip 12 Under normal conditions using an ordinary cement, the period of removal of the form work is: a. 7 Days For Beam Soffits b. 14 Days For Bottom Slabs Of Spans 4.6 M And More c. 21 Days For Bottom Beams Over 6 M Spans d. All Of The Above. 13 Construction joint should be provided within: a. The Middle Third Of Spans b. At 1/3 To 1/4 Of Span In Slabs And Beams c. Where Bm And S.F. Are Small d. All Of The Above. 14 The increased cohesiveness of concrete makes it: a. Less Liable To Segregation b. More Liable To Segregation c. More Liable To Bleeding d. More Liable For Surface Scaling In Frosty Weather Page 4 of 7
- 7. Cost Control Department 15 Pick up the correct statement from the following: a. The Weight Of Ingredients Of Concrete Mix Is Taken In Kilograms. b. Water And Aggregates Are Measured In Liters. c. The Finished Concrete Is Measured In Cubic Meters. d. All Of The Above. 16 Workability of concrete is measured by: a. Vicat Apparatus Test b. Slump Test c. Minimum Void Method d. Talbot Richart Test 17 According to the recommendation of IS 456-1978, the expansion joints: a. Are Provided Where Plane Changes Abruptly b. Are Provided To Ensure Minimum Resistance. c. Are Supported On Separate Columns d. All Of The Above. 18 Shrinkage in concrete can be reduced by using: a. Low Water Cement Ratio. b. Less Cement In The Concrete. c. Proper Concrete Mix. d. Pre-Saturated Aggregates 19 You are asked to construct a massive dam. The type of cement you will use is: a. Ordinary Portland Cement b. Rapid Hardening Cement c. Low Heat Cement d. Blast Furnace Slag Cement 20 C.R.R.I. are used to obtain a relationship between strength of concrete and: a. Water Cement Ratio b. Workability c. Grading Of Aggregate d. Fineness Modulus 21 Specified compressive strength of concrete is obtained from cube tests at the end of: a. 3 Days b. 7 Days c. 14 Days d. 28 Days Page 5 of 7
- 8. Cost Control Department 22 The grade of concrete M150 means tha compressive strength of a 15 cube after 28 days is a. 100 Kg/Cm² b. 150 Kg/Cm² c. 200 Kg/Cm² d. 250 Kg/Cm² 23 The main object of compaction of concete is a. To Elimate Air Holes b. To Achieve Maximum Density c. To Provide Intimate Contact Between The Concrete And Embedded Materials d. All Of The Above 24 Non-uniform compaction may cause the concrete a. Porous b. Non-Homogeneous c. Reduced Strength d. All Of The Above 25 Consider the following statements in relation to the given sketch 1. Soil is partially saturated at degree of saturation = 60% 2. Void Ratio = 40% 3. Water Content = 30% 4. Saturated unit weight = 1.5 glcc a. 1,2 And 3 Are Correct b. 1,3 And 4 Are Correct c. 2,3 And 4 Are Correct d. 1,2 And 4 Are Correct 26 The structure shown in the given figure is stable if a. X = 2Y b. 2X = Y c. √2 d. X = √2 Y 27 The final deflection due to all loads including the effects of temperature, creep and shringage and measured from as-cost level of supports of floors, roof and all other horizontal members should not exceed a. Span/350 b. Span/300 c. Span/250 d. Span/200 Page 6 of 7
- 9. Cost Control Department 28 In the truss shown in the given figure which one of the following members has no force induced in it? a. C.D. b. C.E. c. C.F. d. D.F. 29 The fluid in Fig 01 is water and h=7.16m assuming the atmas pheric pressure is standard, compute gauge pressure and absolute pressure at (N) a. 3.3 KPa b. 310.8 KPa c. 33 KPa d. 31.08 KPa 30 A piece of wood 305mm (1 ft) square and 3m (L 0ft) long weighing 6,288.46n/m³ (40 Lb/ft³) is submerged vertically in a body of water its upper end being flush with the water surface. What vertical force required to hold it positions. a. 98.27 N b. 982.77 N c. 1000 N d. 100 N W W L L L D E F A C + h water F BF W 3m Page 7 of 7