NORTH MAHARASHTRA UNIVERSITY, JALGAON

STRUCTURE OF TEACHING AND EVALUATION

S.E. (Civil) w. e. f. 2006 - 07

FIRST TERM

Sr. No	Subject	Teaching Scheme Hours/Week			Examination Scheme
		Lectures	Tutorial	Practical	Paper Duration Hours	Paper	TW	PR	OR
1	Strength of Materials	4	1	-	3	100	25	-	-
2	Surveying I	4	-	2	3	100	25	50	-
3	Building Construction & Materials	4	-	4	3	100	25	-	25
4	Concrete technology	4	-	2	3	100	25	-	25
5	Engineering Mathematics-III	4	1	-	3	100	25	-	-
6	Computer Graphics	-	-	2	-	-	25	-	-
	Total	20	02	10	-	500	150	50	50
	Grand Total	32			750

SECOND TERM

Sr. No	Subject	Teaching Scheme Hours/Week			Examination Scheme
		Lectures	Tutorial	Practical	Paper Duration Hours	Paper	TW	PR	OR
1	Theory of Structures I	4	1	-	3	100	25	-	-
2	Surveying - II	4	-	2	3	100	25	50	-
3	Building Design & Drawing	4	-	4	4	100	50	-	25
4	Fluid Mechanics I	4	1	2	3	100	25	-	25
5	Engineering Geology	4	-	2	3	100	25	-	-
	Total	20	02	10	-	500	150	50	50
	Grand Total	32			750

NORTH MAHARASHTRA UNIVERSITY, JALGAON.

SYLLABUS OF SECOND YEAR (CIVIL)

TERM-I^ST (w.e.f. 2006-07)

STRENGTH OF MATERIALS

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Teaching Scheme: Examination Scheme:

Lectures: 4 Hours/Week Theory Paper: 100 Marks(3 Hrs)

Tutorials: 1 Hour/Week Term Work: 25 Marks

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UNIT-I: ( 11 Hrs., 20 marks)

Normal stress & strain, Hookes law. Axial force diagrams. Deformation in prismatic, stepped, linearly varying & composite members under concentrated load & self-weight. Stress & strain in indeterminate members. Temperature stresses.

UNIT-II: ( 9 Hrs., 20 marks)

[A] Shear stress & strain. Modulus of rigidity. Poisons ratio, relation between E & G. Generalized Hookes law. Bulk modulus, stress strain diagram, working stress, factor of safety.

[B] Thin cylindrical & spherical shells.

[C] Stresses due to impact load using strain energy method.

UNIT-III: ( 10 Hrs., 20 marks)

[A] Shear force & bending moment. Relation between SF, BM & loading. SFD & BMD for determinate beams viz. cantilever, simply supported, overhanging and compound beams under various loads viz. concentrated, uniformly distributed & varying, couples etc. Determination of critical SF & BM and points of contra-flexure. Construction of loading diagrams from shear force & beading moment diagram.

[B] Bending stresses in beams. Theory of bending. Flexural formula. Section modulus. Moment of resistance.

UNIT-IV: ( 10 Hrs., 20 marks)

[A] Shear stresses in beams. Shear stress formula, shear stress determination in symmetrical section.

[B] Shear stresses in shafts due to torsion. Stress, strain & deformation in determinate & indeterminate shafts of hollow or solid cross-sections. Composite shafts.

[C] Axially loaded columns. Buckling effect. Eulers formula. Various end conditions & concept of equivalent length. Rankines formula. Limitations of formulae.

UNIT-V: ( 10 Hrs., 20 marks)

[A] Direct & bending stresses in short columns & other structural components due to eccentric or lateral loads. Core of section.

[B] Principle stresses & strain. Stresses on inclined plane. Graphical method. Theories of Failure.

[C] Stresses due to combined bending and torque in shafts.

TERM WORK:-

It shall consist of at least two assignments for each unit of above syllabus.

REFERENCE BOOKS:-

1) E.P.Popov - Mechanics of Solids

2)Timoshenko - Strength of Materials

3) V.L.Shah - Strength of Materials

4) Ramamrutham - Strength of Materials

SURVEYING -I

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Teaching Scheme: Examination Scheme:

Lectures: 4 Hours/Week Theory Paper: 100 Marks(3 Hrs)

Practical: 2 Hour/Week Term Work: 25 Marks

Practical: 50 Marks

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UNIT-I ( 10 Hrs., 20 marks)

LEVELLING:

a. Instruments used in levelling, Dumpy level, Automatic Level, Types of levelling staves.

b. Principal axes of Dumpy level. Testing and adjustments of Axis of Bubble tube, a line of collimation of dumpy level.

c. Reciprocal levelling , curvature and refraction correction, Distance to the visible horizon .

d. Profile levelling : L - section and cross -sections.

ROUTE SURVEY:

Reconnaissance survey; Locating obligatory points, preliminary Survey, fixing gradients, paper and field location survey, Plotting L -section and cross -section, construction survey.

UNIT-II (10 Hrs., 20 marks)

THEODOLITE:

a. Principal axes and permanent adjustments of transit theodolite.

b. Uses of theodolite : measurement of horizontal angles , vertical Angles, magnetic bearings, prolonging a line, lining in, measuring deflection angles, setting out the angles.

c. Theodolite Traversing: Computation of consecutive and independent co-ordinates, Adjustments of closed traverse, Gales Traverse by co-ordinate method, omitted measurements.

UNIT-III (10 Hrs., 20 marks)

TACHEOMETRY:

a. Principle of stadia method, fixed hair method with vertical staff to determine horizontal distances and elevations of the points.

b. Use of Tacheometry in surveying, Tacheometric contour survey, use of tacheometric tables.

UNIT-IV (10 Hrs., 20 marks)

CURVES:

a. Horizontal and vertical curves and their purposes.

b. Simple circular curves - Elements and setting out by linear & angular methods.

c. Compound curves -Elements and setting out of compound curves.

d. Introduction to reverse curves (No numerical problem to be asked ). Elements, Location and uses.

e. Transition curves -Types and uses, Length of transition curves, Elements of cubic parabola, Length of combined curve, setting out the combined curve by deflection angle method.

(No numerical problem to be asked ).

UNIT-V ( 10 Hrs., 20 marks)

PLANE TABLE SURVEY:

a. Objective and equipment required for plane table survey.

b. Methods of plane tabling - Radiation, Intersection, Traversing and Resection .

c. Two point & Three point problems and their solutions by different methods, strength of fix.

d. Advantages, disadvantages, limitations and errors of plane Table surveying.

Minor Instruments:

Study and use of Abney Level, Box sextant, Indian pattern clinometer and pantagraph

TERM WORK:

Details of practical Exercises and projects:

1. Measurements of horizontal and vertical angles by transit Theodolite,

2. Measurements of horizontal angles of a triangle by repetition method.

Project-1

3 Theodolite Traverse survey project of a closed traverse with at least four sides.

4 Computation of horizontal distances and elevations by Tracheometry for horizontal and inclined sights.

Project-2

5 Tacheometric contouring project with at least two instrument stations at 60 m apart.

6 Radiation and intersection method in plane Table survey.

Project-3

7 Plane table survey project of a closed traverse of minimum four sides.

8 Solution of three - Point problem in plane tabling.

9 Use of box sextant and Abney level.

10 Study and use of Indian pattern clinometer and pantagraph.

Project-4

11 R