I′m not sure how many pages this will end up being so that′s just a guess.
First assignment of my automobile engineering course, unfortunately I′m working full time for the next weeks o I′d struggle to finish this.
Essentially with this assignment we are given a scenario and 3 tasks, each task is made up of explaining in your own words how certain parts of the internal combustion engine works, some of these tasks ask for written explanations and some ask for illustrations.
Each task requires evidence to be shown such as:
• Your evidence should be presented in the form of a report which contains detail introduction of each task
• Explain with necessary diagrams.
• Evidence Hard copy to be submitted Evidence soft copy to be submitted
The brief explains each task in detail and what is expected.
I′ve also included the instructions sheet and a sample report that I was given to see the structure they expect.
They have asked to list references at the end of the report too.
Dear Students, This document guides how to structure your assignment solution. 1. Assignment Front Page 2. Assignment Cover Sheet 3. Assignment Questions 4. Index Page 5. Assignment Solutions 6. Reference Read the Assignment Instructions carefully before starting your assignment. 2 | P a g e AL SHABAKA TECHNICAL INSTITUTE DUBAI LEVEL – 5 DIPLOMA IN ENGINEERING Submitted by NAME : Mr. SAMEER DEPARTMENT : CIVIL ENGINEERING UNIT : CONSTRUCTION TECHNOLOGY 3 | P a g e ASSIGNMENT COVER PAGE Learner Name Mr. Abid Rehman Programme Title LEVEL 5 DIPLOMA IN ENGINEERING Department Civil Engineering Unit Code CE5002 Unit Name Construction Technology Assessor Name Mr. Mustansir Baig Tasks Covered TASK 1 TASK 2 TASK 3 Assignment Dates ISSUED DATE SUBMISSION DATE REISSUED DATE RESUBMISSION DATE Any piece of student’s work without signed declaration will not be accepted for marking. LEARNER DECLARATION 1) This assignment is the product of individual work. 2) I am aware of what plagiarism / collusion is and the penalties that I/we would suffer if I am found to have committed plagiarism / collusion. 3) The work submitted is the product of my original work and where material and ideas have been taken from the published and unpublished work of others, reference to all original sources has been made in the text and via the reference, bibliography or notes sections, or by some other means. 4) I adhere to the given time period and understand that any kind of late submission is not acceptable. LEARNER SIGNATURE FOR RECEIVING THE ASSIGNMENT (Signature should not exceed the box) Initial Submission Resubmission LEARNER SIGNATURE WHILE SUBMITTING THE ASSIGNMENT (Signature should not exceed the box) I certify that the evidence submitted for this assignment is my own. I understand that false declaration is a form of malpractice. Initial Submission - Submitted on DATE Resubmission - Submitted on DATE INSTRUCTIONS FOR WRITING THE ASSIGNMENTS Choose the Paper Size as A4 and put margins No limitation in colors The assignment work should be Printing or Handwritten only in Single Side Font - Times New Roman Title Font Size - 18 Subtitle Font Size - 16 Content Font size-12 Line Spacing - 1.5 Draw neat diagrams in large scale wherever necessary and write proper diagram headings. It is essential to reference all sources of information at the end of the assignment. AL SHABAKA TECHNICAL INSTITUTE 4 | P a g e ASSIGNMENT BRIEF Programme Title Level – 5 Diploma in civil Engineering Unit Code & Title CE5002 Construction Technology LEARNING OUTCOME AND ASSESSMENT CRITERIA Learning Outcome - 1 Ability to understand title block, scale, line, symbols and bill of quantity P1 Explain the different types of lines used in blue print of a drawing. M1 Evaluate the various symbols used in a drawing sheet. D1 Analyze the general format which is used for preparing of BOQ Learning Outcome - 2 Ability to gather building information from blueprint. P2 Discuss the items which are used for estimating of the quantities M2 Calculate the quantities of the substructure. D2 Evaluate the complete specification and prepare the abstract. Learning Outcome - 3 Ability to perform cost estimation of civil buildings. P3 Explain the importance of MS Excel in estimation and specification. M3 Analyze and calculate the quantities of super structure. D3 Evaluate the specification and prepare the BOQ. MAPPING OF TASK AND LEARNING OUTCOME TASK 1 TASK 2 TASK 3 LO1 LO2 LO3 LO1 LO2 LO3 LO1 LO2 LO3 MAPPING OF TASK AND ASSESSMENT CRITERIA TASK 1 TASK 2 TASK 3 P1, M1, D1 P2, M2, D2 P3, M3, D3 5 | P a g e ASSIGNMENT TITLE Construction Technology SCENARIO You have been employed as a civil engineer in a local construction company there they want you to Prepare estimation report for the given drawing of the new project. In this you have to estimate the quantities of the building structure plan. TASK 1 ASSESSMENT CRITERIA P1 1.1 Explain the different types of lines used in blue print of a drawing ASSESSMENT CRITERIA M1 1.2 Evaluate the various types of symbols used in the drawing of floor plan. ASSESSMENT CRITERIA D1 1.3 Analyse the given structure and estimate the quantity required and prepare the general format of BOQ of the estimation. Column-0.4x0.4x1.4 Footing-1.2x1.4x0.5 P.C.C- 1.4x1.6x0.1. 6 | P a g e EVIDENCE TO BE SUBMITTED FOR TASK 1 • In the explanation of foundation process (1.3) give evidence with proper calculation. • Give appropriate figure which support your opinion on the evidence for (1.2) • Give proper explanation for the evidence of (1.1) • Assume the necessary data TASK 2 ASSESSMENT CRITERIA P2.1 2.1 Discuss the items which are used the estimation of the quantities for a RCC building. ASSESSMENT CRITERIA M2 2.2 Calculate the quantities of the substructure for the given drawing Figure.1. Figure.1 7 | P a g e ASSESSMENT CRITERIA D2 2.3 Evaluate the complete specification and prepare the abstract for the 2.2 quantities. EVIDENCE TO BE SUBMITTED FOR TASK 2 • Estimation of the structure should be representing as the explanation for bitumen area calculation • In the calculation of area and volume write the formula used for finding area and volume • Assume the necessary data TASK 3 ASSESSMENT CRITERIA P3 3.1 A) Explain the importance of MS Excel in estimation and specification. B) Calculate the number of bricks, cement mortar for brick work and rough coat plastering of one side of wall and following are the dimension of wall WL:10mx10mx0.2m. ASSESSMENT CRITERIA M3 3.2 Analyze and calculate the quantities of super structure of the 8 | P a g e ASSESSMENT CRITERIA D3 3.3 Evaluate the specification and prepare the abstract and BOQ for the 3.2 quantities. EVIDENCE TO BE SUBMITTED FOR TASK 3 • In the calculation of area and volume write the formula used for finding area and volume. • Give appropriate figure for (3.2) which support your opinion on the evidence with zero level reading in the instrument. • Assume the necessary data INDEX S.NO PARTICULARS PAGE NO 1. Best Construction Method (Task 1) 5 - 7 2. The difference in Secant Pile and Contingencies Pile (Task 2) 9 - 10 3. Advantages and disadvantages of Steel and In-situ concrete structures (Task 3) 12 - 13 4. Two methods of stabilization and compaction (Task 4 A) 15 - 16 5. Method of lowering the Water Table (Task 4 B) 17 - 18 6. References 19 9 | P a g e SOLUTION FOR TASK – 1 When it comes to designing a structure, the construction type is chosen based upon a number of things, such as: 1) Purpose of the structure 2) Size of the structure 3) Load bearing constraints 4) Environmental Factors 5) Necessary Speed of Construction 6) Cost of Materials Now that we've looked at the elements to consider when choosing a construction type, let's look at 6 building construction types that are commonly used: Considering elements and factors, the best option is to choose Concrete Frame structure to build 200-typical low-cost villas in Dubai. CONCRETE FRAME STRUCTURES Concrete frame structures are a very common - or perhaps the most common - type of modern building internationally. CONCRETE FRAME STRUCTURES LOAD BEARING MASONRY STEEL FRAME STRUCTURES LIGHT GAUGE STEEL WOOD FRAMED STRUCTURES PRE ENGINEERED BUILDINGS 10 | P a g e Frame System Slab-Column System with Shear WallLarge Panel System Types of Precast Systems The following are major types of precast systems which are classified based on the load bearing structure as shown below: Precast Concrete Construction Procedure 1. After the completion of construction preparations, the layout of the structure is set. 2. Then, the foundation of the columns is constructed as shown below 3. After that, the columns are placed using suitable machines, and continuously checked by surveyor for alignment. In the case of Frame system and slab-column system with shear wall. Alternatively, precast panels are installed in the case of large panel system. 11 | P a g e 4. Beams for precast frames, and precast floors in the case of large panel systems and column- slab systems are placed. 5. For precast frames, after the installation of precast concrete beams, precast concrete floors are erected. 6. The above steps are followed until the construction is finalized. For each system of precast concrete construction, certain type of connections is used. Conclusion 1. It is good in compression when compared to the other materials used for construction. Besides, the structure is good in tension as well. 2. Its resistance to fire is better than steel so it is capable of resisting fire for a longer time. 3. It has a long service life with low maintenance cost. 4. It can be cast to any shape required, making it the most economical structural material. 5. It yields rigid members with minimum deflection. 6. Less skilled labours are required for erection as compared to other structural systems. 12 | P a g e SOLUTION FOR TASK – 2 A Contiguous bored pile wall is an earth retention system formed by installing closely spaced Bored piles, with a small gap between adjacent piles. In contrast, a Secant pile wall is an earth retention system formed by installing overlapping Bored piles. These walls are designed either as cantilevered or with a variety of supports (ground anchors, walers & struts, etc.). Secant piles are usually selected where there are particular concerns about groundwater inflow, i.e. where there is a high groundwater table