Concrete and concrete StructureIntroductionThis module aims to provide a deeper understanding of concrete as a structural material and its use inthe design and construction of a range of civil and str

CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 1 of 10 Family Name(s): --------------------------------------------------------------------- Student ID No. Forename(s): Declaration: I decla re that this Coursework is my work. Cheating is a serious academic off ence. I have read and agree to abide by the University guidance on Academic Honesty. I consent to appropriate storage of my work for plagiarism checking. Signature(s): Time taken to complete assignment (hrs): 35 Module Title: Concrete and concrete Stru cture Lecturer: Mr. Sharad Deshmukh Hand -out Date: week 4 Date of Submission: 23/12 /201 7 Assignment Title: Individual assignment Assignment Type: Individual member Learning Outcomes Assessed (or on separate sheet) As on assignment Assessment Criteria (or on separate sheet) Max Awarded - Proposal 1. Analysis and Design of ( Redistribution of moment, Flat Slab , Column , Compressive report on flexural Cracking, non -distractive test ing result of concrete elements report ) 10 20+40+ 10+20+ Comments Total Penalty Assessor’s signature: Date: Final Mark Note 1. If you are unable to submit your work due to extenuating circumstances you may apply for an extension. 2. The MEC policy on Assessed Coursework applies to this coursewo rk. You are advised to read the guidelines in the student handbook. CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 2 of 10 Individual Design Project – Spring - 201 7 Concrete and concrete Structur e (CIVL00 19) Submission Date: 23 /12 /201 7 Total Marks: 10 0 Introduction This module aims to provide a deepe r understanding of concrete as a structural material and its use in the design and construction of a range of civil and structural engineering works. The module will consider up -to -date aspects of concrete design of a more advanced nature and safety consid erations in design. On completion of this module, students should be able to develop their skills in using mathematical concepts to develop engineering theory Outcomes of the assignment 1. Demonstrate the basis of the engineering principles of reinforced c oncrete design and concrete technology covered in the module. 2. Apply those principles to realistic cases of sufficient complexity to require judgments in the selection of and application of appropriate design principles and material use. 3. Interpret des ign data in terms of the underlying engineering principles embodied in codes of practice. 4. In response to a relevant engineering problem, carry out calculations that lead to a solution, at the level expected within the profession of a new graduate engine er. 5. Present relevant information and calculations in a clear and unambiguous way. Significance of the module for your programme CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 3 of 10 Assignment tasks -Proposal - (10 - Marks) Task 1 [CW] (10 marks) I) A framed structure as shown in figure below subjected to a variable load of W i over a span of LL meter as shown below having thickness of slab as ts mm. After a % red uction due to redistribution of moment in beam B -E-H ends are fixed .Consider the materials characterstatic strength of Concrete and steel as Fck N/mm 2, Fyk N/mm 2 respectively. Evaluate the area of reinforcement required using constants K 1 and K2from Euro pean code of Practices EC2 . Assume any other suitable date if necessary. II) (40 - Marks) Design a flat slab for ground floor of hall as shown in Q No 1 figure having 0.5 L L m cen ter on each direction of column and the slab supports a variable load of Wi KN/m 2. The characterstatic materials strengths are fck= N/mm 2 for the concrete, and Fyk = N/mm 2 for the reinforcement. It is considered floor slab with ts mm overall depth of slab, and drop panels dps m square by dph mm deep. The column heads are to be made φm diameter. Design as 1) Flat slab (30 -marks ) Q R N M E I J H L G K F Figure Q -1 A Frame structure Consider Rd -distribution of Moment for beam HEB & KH Size L m C/S of Beam -HEB & KH [section] b As d Tw C A D B O P 0.5L Lm SL m LL m h m h m B CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 4 of 10 1) Design of column for [Ground floor only] (10 -marks) The details of the assessment are as follows: a) In order to find out whether this Redistribu tion of moment of Column is stable , students must analyze for respective external load on it with check the permissible limit of stress in steel and concrete b) The purpose of this Redistribution is to check the adequacy beam . In order to do so, students mus t i. Calculate the structural load and design calculation and detailing in the form of a drawing ii. Also consider the respective design stress induced not cross the permissible limit . (Re -bars should be presented per meter length of flat slab ) just for the fla t slab” iii. Form the standard expression first for location of axial load for the design of column check the structural stability of column III) Discuss a Compressive report on Thermal & Flexur al cracking based on (10 - Marks) i) Thermal cracking & Shrinkage cracking [Causes, effect on structure, how to identify, how to solve this problem, how to prevent] IV) (15 - Marks) Evaluate and discuss the compressive report on Non - destructive testing based on Equip ment available on the civil Engineering Lab [Rebound Hammer] IBK, IBR, AKZ building MEC College for different building elements as below -: i] Beam ii] Column iii] Slab iv] Concrete flooring The details of the assessment are as follows: 1) In order to dis cuss about the flexural cracking student should understand the serviceability limit of structure based of flexural effect on concrete frame structure as well environment effect like thermal cracking as well as shrinkage cracking in concrete and steel. 2) T he purpose of non -destructive testing to have knowledge of present stability condition of building elements and to check the adequacy beam, column, flooring, slab . In order to do so, students must Task -1_II_Design of Flat slab & Column → CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 5 of 10 3) Calibration Rebound hammer test on the structural elements and design calculation and detailing in the form of report 4) Form the standard expression first for location of axial load applied on elements for the design of compressive load capacity of section and check structural stability. Instructions  Each Student must have to make a presentation individually next week after submission to explain their individual understanding the task in the CW  Students have to take formative feedback every week on the progress of the task . Guidelines Follow the guidelines mentioned below for your assignment.  Assignment should be typed and an electronic copy is to be submitted through moodle  Handwritten assignments will not be accepted  The assignment should not be more than 1 5 pages in (size A4) paper. Minimum acceptable size is 8 pages.  Each element of structure sho uld have detailed structural information  Assignment should have Complete and sign the cover sheet with the follo wing information  Assignment Name  Class  Student name  Student ID  It should have Table of Contents  Use page numbers  Assignment should be typed in your own words using Times New Roman font size 12.  Heading should be with Font Size 14, Bold, Underline  Use Di agrams and Examples to explain your topic, provided citation, if applicable.  You are encouraged to refer the books in Library or use internet resource or computer magazines /software or any other resource but you should not cut/copy and paste from internet. The report should be in your own words.  Copy paste from the Internet from CW, Data sheet is strictly not acceptable will award zero .  CU Harward referencing style must be followed. CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 6 of 10 Please note the following rules. PLAGIARISM POLICY  Plagiarized docume nts, in parts or whole, submitted by the students will be rejected. For the first offence of plagiarism, a student enrolled in undergraduate program is penalized with a deduction of 25% of the obtained marks on the assessment as per the plagiarism policy statement and is allowed to re -submit the work once, within two days. The student has the right to appeal against the decision made, to the respective Program Coordinator. Further appeal on decision taken may be made to the Head of the concerned department . If the student is not satisfied by the decisions taken by the department, s/he can appeal to the Plagiarism Appeals Committee.  For the second offence of plagiarism against the student, (committed in any semester after the semester of the student‘s first offence of plagiarism in the tenure of the student in the undergraduate program), the student is awarded zero in the assessment where plagiarized content was found. The student is not allowed to re -submit the assessment. The student has the right to appeal against the decision made to the respective Program Coordinator. Further appeal on decision taken may be made to the Head of the concerned department. If the student is not satisfied by the decisions taken by the department, s/he can appeal to the Plagiar ism Appeals Committee.  Repeated offences of plagiarism by the student (more than two times) are dealt with as per the college policy on Academic Dishonesty as mentioned in the Student Handbook.  All decisions on plagiarism related offences will be communica ted to the student by the respective module instructors, using routine channels of communication with students, currently used by the college, preferably on the same day the charges are confirmed or the very next working day.  The student has the right to a ppeal against the decision informed by the module instructor to the respective Program Coordinator. Further appeal on decision taken may be made to the Head of the concerned department. If the student is not satisfied by the decisions taken by the departme nt, s/he can appeal to the Plagiarism Appeals Committee.  In certain cases, the student may be required to appear for an interview with the module instructor, if deemed necessary.  The maximum time limit given to a student to raise appeal against the charge s of plagiarism is two working days including the day on which the matter is informed to the student. It is preferable that CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 7 of 10 the appeals are made on the same day of the college on which the student is informed of the issue.

All appeals must be made during r egular working hours of the college. LATE SUBMISSION  Penalty for late submission: 5% of the archived mark specified for the assessment will be deducted for each working day.  Assessment documents submitted beyond the post date of submission will not b e accepted and will be marked as zero for that assessment Regulations  Work submitted up to 1 week (5 working days) after the due date for submission will lose 10% of the mark (after internal moderation).  Work submitted after this, but up to 2 weeks (10 wo rking days) late will lose 20% of the overall mark.  Work tendered for submission more than 2 weeks (10 working days) after the due date will not be accepted and an absence will be recorded for the assessment concerned. This will count as a failed attempt a nd may result in you failing the module overall. Each task will be graded as follows: Evidence of research Critical evaluation Overall 100 85 80 75 70 Shows evidence of extensive investigation of relevant concepts, technologies and issues. Clearly defined argument/ problem definition and source for lucid argumentation. Shows clear evidence of reflective thinking about the issues presents a clear and relevant argument.

Substantial originality of innovation and thinking. Work of a very high standa rd 68 66 64 Shows evidence of investigation of relevant Shows reasonable evidence of reflective thinki ng about the issues Work of good quality CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 8 of 10 60 concepts, technologies and issues. Presentation of data, arguments and decisions in a useful form.

Accurate data and conclusions of the analysis. with adequate evaluation.

Demonstration of detailed analysis and clear expectations are set based on literature. Good logic and coherence of argumentation. 58 56 54 50 Reasonable level of investigation. Adequate application of theoretical framework and research methods. Adequate evaluation, lacking in depth of reflective thinking with respect to major points. Demonstration of adequate ability to conduct critical analysis. Acceptable and adequate work 48 46 45 Less adequate research into the relevant concepts, technologies and issues. Satisfactory conceptualization of the area of study. Largely descriptive, with little reflective thinking. Work with some merit but at the lower end only just achieving what is required. 44 42 40 Poor research. Inadequate, inaccurate or irrelevant treatment of the task specifications.

Poor application of theoretical framework and research methods. Clear signs of understanding, but presentation, reflection and analysis are poor. The work is only just acceptable in its present form. 38 35 30 20 0 Lack of evidence of research or weak report. No discernible reflection or evaluation.

Inability to deal with the chosen research question in a critical manner. The work is de emed weak and inadequate. Student’s I.D __________________________: Student’s Name_____________________ CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 9 of 10 Mark sheet and rubrics (PROPOSAL) S. No. Description Poor Average Good Excellent Allotted Mark 1 Proposal structure (as per the format) 20 2 Objectives drawn from learning outcomes 10 3 Summary 20 4 Background (based on literature review) 30 4 Work plan 20 Total mark out of 100 Penalty Final mark out of 100 Mark out of 5 Name of Evaluator -:___________ __________ Mr .Sharad Deshmukh CIVL0019 [Concrete and concrete Structural] _ Fall -201 7 Page 10 of 10 Fall - 201 7 Student Id______________ Student Name : _ ______________________________ _____________ Assignment Evaluation Grid Deliverables Aspects 0 1-10 11 -19 20 -25 Marks Achieved marks Task 1 Propo sal 1]Moment Redistributi on 2]Design of flat slab 3]Design of columns Weak/Pla giarized content/ No report/N o Presentat ion Partial calculations and analysis , Attempt made with minimal results Calculations of stability and design – average result s Good and complete calculations and analysis to proof stability conditions and accurate design of report -10 10 30 10 Deliverables Aspects 0 1-10 11 -19 20 -25 Marks 4]flexural cracking 5] Non - destructive test on RCC.

building elements We ak/Pla giarized content/ No report/N o Presentat ion Partial calculations and analysis , Attempt made with minimal results Average calculations of analysis and design Complete and perfect calculations of analysis of members and Weill -drawn forces Presentati on & viva 10 15 15 Signature of evaluator : _ _________________________ Mr. Sharad Deshmukh Total Marks 100 Penalty Final Marks 100