Hello Everybodytoday I came with new CHALLENGE in Design of Reinforced Concrete Structures .Who can Solve accept this CHALLENGE ??Thanks a lot

F/QAP/021/001

Student Number: 131036

Aim	To assess the knowledge and understanding of the analytical skills in the design of reinforced concrete structure and critical thinking skills in the design and detailing of Ground + 1 residential building in Oman.
Learning Outcomes	To assess preparation of a structural plan, showing the gridlines, column positions, type of slabs and beams To determine design load as per EC2 standard To demonstrate the application of design and detailing of reinforced concrete floor slabs and beam elements To ensure stability, strength, serviceability, economy and aesthetics. To draw the detailing of the designed elements.

Task(s)

Figures. 1 shows the plan of a [Ground +1] RCC Residential Building Project in Oman. Beams and slabs are cast monolithic and all intermediate beams behave as T-beams and end beams behave as L-beams.in the building. It is required to design RCC beams and slabs. The details of the beams and slabs to be designed are mentioned against the student’s numbers in Table 1 and 2. Submit a report in the format explained below. The course work is to be carried out individually.

Write an abstract (200 words) of the mini project work explaining the task carried out, various EC2 an UK NA clauses, justification for the assumptions made in the design, summary of the structural analysis and design results obtained and conclusions drawn. [Weightage10%]

Prepare a structural plan in Auto CAD with suitable scale showing the grid lines in the horizontal (x-direction) and vertical (Y-direction) including naming of the grids in alphabetical order horizontally (in x-direction from left to right) and by numerical numbers vertically (in y-direction from bottom to top) respectively. Name all different type of slabs to be designed in the building, location of columns and beams suitably as per standards. [Weightage 10%]

Design the slab showing clearly the load calculation based on assigned data against student number as per current Euro Code standards. [Weightage 25%]

Design the beam assigned against student number as per current Euro Code Standards.

[Weightage 25%]

Reinforcement detailing: Show all relevant reinforcement detailing sketches manually ;
1. For Slabs: - Top view and the longitudinal section
2. For Beams: - Longitudinal section and cross section of the beam at the mid span and

near the support. Also indicate the curtailment details.

[Weightage: 20%]

Conclusions: A short, logical summing up of the key points from the design. Must conclude based on body of report and should not be a general conclusion. Finally conclude the report writing with your own opinion. [Weightage: 10%]

References/ Bibliography and appendices (if appropriate): Details of published sources of material referred to or quoted in the text (including any lecture notes and URL addresses of any websites used in CCE Harvard style format).

Hello Everybodytoday I came with new CHALLENGE in Design of Reinforced Concrete Structures .Who can Solve accept this CHALLENGE ??Thanks a lot 1

Calculation of positive and negative bending moment for beam

Hello Everybodytoday I came with new CHALLENGE in Design of Reinforced Concrete Structures .Who can Solve accept this CHALLENGE ??Thanks a lot 2

Table 1: Dimensions of the building [Refer to the details shown against your student number].
S. No	Student Number	Y1	Y2	Y3	Y4	Y5	X1	X2	X3	X4	X5	X6
	11383	5.3	3.7	5.4	8.8	4.9	3.7	4.5	3.7	5.1	3.5	6.5
	120831	5.2	3.6	5.3	8.5	4.7	3.5	4.3	3.5	5.5	3.3	6.2
	130141	5.3	3.5	5.5		4.5	3.6	4.4			3.2	6.3
	130151	5.1	3.9	5.6	7.8	4.2	3.9	4.7	3.3	5.3	3.2
	130641	5.4	3.6		8.1	4.1	3.3	4.9	3.9	5.5	3.4
	130643	4.3	5.7	3.4	7.8	3.9	4.7	5.5	4.7	4.1	3.9	6.2
	130724	5.2	3.5	5.3	8.5	4.3	3.4	4.45	3.6	5.2	3.6	5.5
	130774		3.3		8.5	4.2	3.9	4.25	3.3	5.75	3.1	6.1
	130781	5.1	3.5	5.3	8.6	4.4	3.2	4.9	3.9		3.9
10	130831	5.4	3.8	5.2		3.2	3.8	4.55	3.8		3.4	6.4
11	130889	5.3	3.7	5.4	8.8	4.9	3.7	4.5	3.7	5.1	3.5	6.5
12	131036	5.2	3.6	5.3	8.5	4.7	3.5	4.3	3.5	5.5	3.3	6.2
13	140129	5.3	3.5	5.5		4.5	3.6	4.4			3.2	6.3
14	140430	5.1	3.9	5.6	7.8	4.2	3.9	4.7	3.3	5.3	3.2
15	150042	5.4	3.6		8.1	4.1	3.3	4.9	3.9	5.5	3.4
16	150376	4.3	5.7	3.4	7.8	3.9	4.7	5.5	4.7	4.1	3.9	6.2
17	150575	5.2	3.5	5.3	8.5	4.3	3.4	4.45	3.6	5.2	3.6	5.5
18	150757		3.3		8.5	4.2	3.9	4.25	3.3	5.75	3.1	6.1
19	160028	5.1	3.5	5.3	8.6	4.4	3.2	4.9	3.9		3.9
20	160351	5.4	3.8	5.2		3.2	3.8	4.55	3.8		3.4	6.4

Table 2: Design parameters. [Refer to the details shown against your student number].

Sl. No	Student Number	Roof beam (RB) Nos.	Slab (S) No.	Concrete Grade (N/mm2)	Floor to be designed	Load due to floor finishes (kN/m2)		Floor height (m)			Imposed load (live load) (kN/m2)
Floor	Roof	G.F (H1)	F.F (H2)	Floor		Roof
	11383	Beam 1& 2	S1	C35	GF	1.9	2.5	3.1	3.1	2.5		1.9
	120831	Beam 2& 5	S1	C30	FF		1.6	3.3	3.3	1.6
	130141	Beam 4& 5	S3	C25	GF	2.1	1.7			1.7		1.5
	130151	Beam 5& 6	S4	C20	FF	1.6	2.2	3.4	3.4	2.2		1.6
	130641	Beam 7& 11	S2	C40	GF	1.7	2.3	3.5	3.5	2.3		1.7
	130643	Beam 8 & 9	S3	C35	FF	1.8	2.4			2.4		1.8
	130724	Beam 11& 12	S8	C30	GF	1.9	2.5	3.15	2.5	2.5		1.9
	130774	Beam 29 & 30	S10	C25	FF		1.6	2.88	2.75	1.6
	130781	Beam 24 & 27	S10	C20	GF	2.1	1.7	2.95	2.65	1.7		1.5
10	130831	Beam 25 & 27	S11	C40	FF	1.6	2.2	2.9	2.5	2.2		1.6
11	130889	Beam 21 & 24	S8	C30	GF	1.7	2.3	3.2	2.85	2.3		1.7
12	131036	Beam 22 & 25	S9	C25	FF	1.8	2.4	2.75	2.8	2.4		1.8
13	140129	Beam 13 & 10	S4	C30	GF	1.9	2.5	2.8	2.9	2.5		1.9
14	140430	Beam 11& 10	S4	C35	FF		1.6	2.85	3.1	1.6
15	150042	Beam 1& 2	S1	C35	GF	2.1	1.7		2.5	1.7		1.5
16	150376	Beam 2& 3	S1	C30	FF	1.6	2.2	3.1	2.75	1.9		1.6
17	150575	Beam 4& 5	S3	C35	GF	1.7	2.3	3.15	2.65	1.8		1.5
18	150757	Beam 5& 6	S4	C30	FF	1.8	2.4	2.88	2.5	2.2		1.6
19	160028	Beam 7& 8	S2	C25	GF	1.9	2.5	2.95	2.85	2.3		1.7
20	160351	Beam 8& 9	S3	C20	FF		1.6	2.9	2.8	2.4		1.8

Note:

Each student has to adopt carefully the numerical value of the data applicable shown against their student number. These values will be recorded and cross checked when the course work is submitted.
Any data assumed must be clearly mentioned in the solution with justification.
All dimensions are in metres

Marking scheme

Component	Description	Weightage (%)
	Abstract about the mini-project	10
	Prepare a structural plan in Auto CAD with suitable scale	10
	Analyze the loads on the slab and structural design as per current Euro Code standards	25
	Structural design of the beam supporting the slab	25
	Reinforcement detailing	20
	Conclusion	10
Total		100

Instructions

Plagiarism is a serious offence. In case of any plagiarism detected, penalty will be imposed leading to zero mark. Policy and guidelines for dealing with plagiarism and malpractice in examination can be viewed by clicking:

http://portal.cce.edu.om/member/contentdetails.aspx?id=490

The course work shall be subject to plagiarism software check.
Course work should be submitted on time. College guidelines on late submission of coursework can be viewed by clicking: http://portal.cce.edu.om/member/contentdetails.aspx?id=565
Course work should be submitted with an appropriate cover page, which can be obtained from the departmental assistant at the department.
Name, student identification and title of the course work to be written clearly and legibly on the cover page.
The completed course work is to be submitted to the departmental assistant on or before the deadline and record your name, date of submission and signature in the book with the departmental assistant.
For online submission of course work, pdf file with appropriate cover page mentioning name of student, student number and title of the course work should be uploaded using the submission link created and made available by the module leader.

Referencing

Harvard Referencing (CCE Style) First Edition 2013 should be followed for both in-text and listing references. This downloadable document can be found in our CCE portal at: http://portal.cce.edu.om/member/contentdetails.aspx?cid=628

Name and Signature of Module leader

S. Rajesh Kumar

------------------------------------------------- Date: 17 / 01 / 2018

QEAD Rev:03 5th June 2017 Template A 7