Mmup questionnaire 2
2 likes265 views
This document contains a 30 question multiple choice exam on construction management topics like critical path networks, concrete mixing and curing times, structural design, and cost estimating. Each question has 4 possible answer choices labeled a-d. The document provides the questions, possible answers, and space to fill in the answer selected. It is a review exam to test knowledge of cost control and project management topics.
Mmup questionnaire 2
- 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 network helps an engineer to: a. To Concentrate His Attention On Critical Activities. b. To Divert The Resources From Non-Critical Advanced Activities To Critical Activities. c. To Be Cautious For Avoiding Any Delay In The Ciritical Activities To Avoid Delay Of The Project. d. All Of The Above. 4 Pick up the correct network for the activities of pouring concrete, erection of formwork, removal of formwork and curing of concrete from the following: a. Pouring Of Concrete, Erection Of Form Work, Curing Of Concrete, Removal Of Formwork. b. Erection Of Formwork, Pouring Of Concrete, Curing Of Concrete, Removal Of Formwork. c. Removal Of Formwork, Erection Of Formwork, Pouring Of Concrete, Curing Of Concrete. d. Pouring Of Concrete, Curing Of Concrete, Erection Of Formwork, Removal Of Formwork. 5 The first state of a construction is: a. Preparation Of Estimate. b. Survey Of The Site. c. Initiation Of Proposal. d. Preparation Of Tender. 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 Page 2 of 7
- 5. Cost Control Department 7 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. 8 A subcontractor has the task of erecting 8,400 sq2 of metal scaffolds. The contractor can use several crews with various cost. It is expected that the production will vary with the crew size as given below: Consider the following rates: Labor = $ 96/day; Carpenter = $ 128/day; Foreman = $ 144/day; Scaffolder = $60/day a. $ 76.22 /Day b. $ 33.252 /Day c. $ 70.00 /Day d. None Of The Above. 9 A 10 kg block hangs from a cable. What is the tension in the cable? a. 98 Kg b. 101 Kg.M/Sec2 c. 98 N d. 100 Kg 10 A force of 10 Kn is acting on circular rod with diameter 10 mm, and 2m long and made of steel with modulus of elasticity of 200 Gpa. The change length is a. 1.27 mm b. 0,0127 mm c. 0,00127mm d. 2 mm 11 If a concrete beam is supported as continuous beam, the section at the support must be designated as: a. T-Beam b. Rectangular Beam c. Simply Supported Beam d. Flange Beam Page 3 of 7
- 6. Cost Control Department 12 A retaining wall h = 5m, rsoil = 19Kn/m3,angle of friction Φ = 30o Calculate the earth pressure on the wall. a. 120 Kn/M b. 55 Kn/M c. 78 Kn/M d. None Of The Above. 13 Determine the average plastic limit in soil Observation: Help: Plastic limit = water content The water content (W) of soil sample = mass of water x 100 average value mass of solids a. 0.137 b. 0.12 c. 0.437 d. 0.0173 14 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. 15 Stripping times of formwork are below: a. Beams Side Wall And Columns (1 Day) b. Beams Joist And Grider (10 Days) Props To Beam 15 Days c. All Of The Above. 16 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. 17 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. Page 4 of 7
- 7. Cost Control Department 18 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 19 ISI has specified full strength of concrete after: a. 7 Days b. 14 Days c. 21 Days d. None Of These. 20 Joints in concrete structures, are provided a. To Reduce The Tensile Stresses Likely To Be Developed Due To Evaporation Of Water b. Minimise The Change In The Dimensions Of The Slab c. To Minimise The Necessary Cracking d. All Of The Above 21 High temperature a. Increases The Strength Of Concrete b. Decreases The Strength Of Concrete c. Has No Effect On The Strength Of Concrete d. None Of The Above 22 The top diameter, bottom diameter and the height of a slump mould are: a. 10Cm, 20Cm, 30Cm b. 10Cm, 30Cm, 20 Cm c. 20Cm, 10Cm, 30Cm d. 20Cm, 30Cm, 10Cm 23 Placing of concrete should preferably be done at a temperature of a. 0°C b. 10°C c. 20°C d. 27 ± 2°C 24 Non-uniform compaction may cause the concrete a. Porous b. Non-Homogeneous c. Reduced Strength d. All Of The Above Page 5 of 7
- 8. Cost Control Department 25 Strength of concrete with passage of time a. Increases b. Decreases c. Fluctuates d. Remains Constant 26 The shear force diagram for a simple supported beam of span L is given in the figure. The maximum bending moment is a. W.L/2 b. W(L/2 - L1) c. W L1 d. W (L - 2L1) 27 Couple M is applied at C a simply supported Beam AB. What is the maximum shear force for the Beam? a. Zero b. M c. 2M/3 d. M/3 28 The frame shown in the given figure has a. One Unknown Reaction Components b. Two Unknown Reaction Components c. Three Unknown Components d. Six Unknown Reaction Components 29 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 30 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. W W L L L D E F A C Page 7 of 7