III Btech II Sem Practical Schedule

III B.Tech Lab Exams

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

Gandipet, Hyderabad – 75

Department of Civil Engineering

                                                  Date : 4^th April, 2014

Schedule for Regular Practical Examinations of III-B.Tech–II Sem- 2013-14

Subject & Class	Day & Date	Time	Roll Nos.
III B.Tech -Civil Geotechnical Engineering Lab	07.04.2014 (Monday)	09.45 a.m – 12.45 p.m	11261A0101 to 0102,0104 to 0106 0108 to 0112
		11.00 a.m – 2.00 p.m	11261A0113, 0114 & 0116 to 0124
		12.30 p.m – 3.30 p.m	11261A0125 to 0136
	09.11.2013 (Wednesday)	09.45 a.m – 12.45 p.m	11261A0137 to 0148
		11.00 a.m – 2.00 p.m	11261A0149 to 0161
		12.30 p.m – 3.30 p.m	12265A0101 to 0109, 0111 to 0112

                                                                                          

      

Head of the Dept, CED

II B.Tech Lab Externals

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

Gandipet, Hyderabad – 75

Department of Civil Engineering

                                                  Date : 4^th April, 2014

Schedule for Regular Practical Examinations of II-B.Tech–II Sem- 2013-14

Subject & Class	Day & Date	Time	Roll Nos.
II B.Tech -Civil Surveying Lab-II	11.04.2014 (Friday)	09.45 a.m – 12.45 p.m	12261A0101 to 0106, 0108 to 0112
		11.00 a.m – 2.00 p.m	12261A0113 to 0117, 0119 to 0124
		12.30 p.m – 3.30 p.m	12261A0125 to 0129, 0131 to 0136
	12.04.2014 (Saturday)	09.45 a.m – 12.45 p.m	12261A0137 to 0140, 0142 to 0148
		11.00 a.m – 2.00 p.m	12261A0149 to 0160
		12.30 p.m – 3.30 p.m	13265A0101 to 0112
II B.Tech -Civil Computer Aided Drafting of Buildings Lab	11.04.2014 (Friday)	09.45 a.m – 12.45 p.m	12261A0137 to 0140, 0142 to 0148
		11.00 a.m – 2.00 p.m	12261A0149 to 0160
		12.30 p.m – 3.30 p.m	13265A0101 to 0112
	12.04.2014 (Saturday)	09.45 a.m – 12.45 p.m	12261A0101 to 0106, 0108 to 0112
		11.00 a.m – 2.00 p.m	12261A0113 to 0117, 0119 to 0124
		12.30 p.m – 3.30 p.m	12261A0125 to 0129, 0131 to 0136

                                                                                                 

Head of the Dept, CED

           

UG Project Report Formatting Guidelines

MAHATMA GANDHI INSTITUTE OF TECHNOLOGY

Department of Civil Engineering

IV B.Tech Projects

Guidelines for Report Preparation

1.      The text should be in Times New Roman font.

2.      Adopt 1.5 Line spacing. 

3.      The font size should be followed as under

Category	CASE	TYPE	Size
CHAPTER HEADING	UPPER CASE	Bold	14
PARAGRAPH HEADING	Title Case	Bold	14
PARAGRAPH SUB HEADING	Title Case	Normal	12
Running Text	Sentence Case	Normal	12

                            

4.      The title of the figures, graphs etc should be mentioned below in font 12 and kept in bold.

5.      The title of the Table should be mentioned above in font 12 and kept in bold.

6.      References should be given in alphabetical order or in the order of citation in the Literature Review Chapter.

7.      Page numbers should be given at the page bottom centre and margins will be 1” for top, bottom and right and 1.25” for left side.

8.      Four copies of Report in Hard Bound form with front page in black with gold font have to be submitted to the Department. 

9.      The last date for submission to the HoD Office is 6^th April,  2014.   

HoD, Civil

Order of Documents in Project Report

Mahatma Gandhi Institute of Technology

Department of Civil Engineering

IV B.Tech Projects

The order of Documents to be placed in the Project Report

1.     Front page on Black background with Golden Colour Font.

2.     Blank White Paper.

3.     Print Front page on White paper (Repetition of 1).

4.     Transparent sheet (OHP Slide).

5.     Certificate

a.      On four copies to be submitted to the Office of CED, mention the names of all students in a batch with name followed by Roll No. in brackets.

b.     In candidates’ copy mention the respective name followed by Roll No. in brackets.

6.     Acknowledgements

7.     Abstract

8.     Contents

List of Figures	If you are numbering this section do the same with small Roman Numbers
List of Tables
List of Symbols
List of Annexure

Chapter 1  Introduction  (Start numbering pages of report with one here)

………….

………….

Chapter n

9.     List of Figures

10.                        List of Tables

11.                        List of Symbols

12.                        List of Annexure

The students are advised to follow the order mentioned above with out deviation.

Coordinator, Projects                                         HoD, CIVIL                        

PSC IInd Assignment (LAST DATE - 07/04/2014)

1. A post-tensioned bridge girder with unbounded is of box section of overall dimensions 1200 mm wide by 1800 mm deep, with wall thickness of 150 mm. The high tensile steel has an area of 4000 mm² and is located at an effective depth of 1600 mm. The effective prestress in steel after all losses is 1000 N/mm² and the effective span of the girder is 24 m. If f_ck = 40 N/mm² and f_p = 1600 N/mm², estimate the ultimate flexural strength of the section.                                                                                                                                                                                                                                                   
2. A prestressing force of 250kN is transmitted through a distribution plate 120 mm wide and 120 mm deep, the centre of which is located at 100 mm from the bottom of an end block having a section 120 mm wide and 300 mm deep. Evaluate the position and magnitude of the maximum tensile stress on horizontal section passing through the centre of the distribution plate using the methods of (a) Magnel (b) Guyon. Find the area of the steel necessary to resist the largest tensile force resulting from any of these methods.  Take Yield Stress in steel = 260 N/mm²                                                                                            
3. A concrete beam with a rectangular section, 100 mm wide and 300 mm deep, is stressed by 3 cables, each carrying an effective force of 240kN. The span of the beam is 10 m. The first cable is parabolic with an eccentricity of 50 mm below the centroidal axis at the centre of span and 50 mm above the centroidal axis at the supports.  The second cable is parabolic with zero eccentricity at the supports and an eccentricity of 50 mm at the centre of span. The third cable is straight with an uniform eccentricity of 50 mm below the centroidal axis.                                                                                If the beam supports a uniformly distributed live load of 5 kN/m and E_c = 38 kN/mm², estimate the instantaneous deflection at the following stages:                                                                              (a)    Prestress + Self weight of beam and                                                                                        (b)   Prestress + Self weight + Live load                                                                                              
4. Explain the design of composite sections.

RRS II nd Assignment

1. what are the inspection & testing methods of structures.
2. explain in detail about any two repair techniques for structures.
3. what is retrofitting? explain the strengthening of slabs.
4. what is health monitoring of structures.