Bachelor of Engineering in Civil Engineering B.E. (Civil Engineering)

Bachelor of Engineering in Civil Engineering

B.E. (Civil Engineering)

Duration:4 Year(s)

Type: Degree Level: Graduation

Eligibility: 10+2 or Equivalent Course

Details:- Subject Code Subject

Semester-I

Theory

HS1101 Technical English I

MA1101 Mathematics I

HS1102 Engineering Physics I

HS1103 Engineering Chemistry I

ME1101 Engineering Graphics CS1101 Fundamentals of Computing and Programming

Practical

CS1102 Computer Practice Laboratory I

GE1101 Engineering Practices Laboratory

HS1104 Physics and Chemistry

Laboratory I * Note:- Laboratory classes on alternate weeks for Physics and Chemistry. The lab examinations (including the First Semester Experiments) will be held only in the second semester.

Semester-II

Theory

HS1151 Technical English II*

MA1151 Mathematics II*

HS1152 Engineering Physics II*

HS1153 Engineering Chemistry II*

CE1151 EE1151 EE1152 Engineering Mechanics (For

all Non - Circuit Branches) Circuit Theory (Common to EEE,EIE

and ICE Branches ) Electric Circuits and Electron Devices (For ECE, CSE, IT and Bio- Medical Engineering Branches)

EE1153 GE1151 Basic Electrical & Electronics Engineering (Common to branches under Civil,

Mechanical and Technology Faculties) Basic Civil & Mechanical Engineering (Common to branches under Electrical Engineering and Information & Communication Engineering Faculties)

Practical

CS1151 Computer Practice Laboratory II*

HS1154 Physics & Chemistry Laboratory II*

ME1151 EE1154 EE1155 Computer Aided Drafting and Modeling Laboratory (For all Non - Circuit Branches)

Electrical Circuits Laboratory (Common to EEE,EIE and ICE

Branches ) Circuits and Devices Laboratory (For ECE, CSE, IT and

Bio-Medical Engineering Branches)

Semester-III

Theory

MA1201 Transforms and Partial Differential Equations

HS1201 Environmental Science and Engineering

CE1201 Applied Geology

CE1202 Mechanics of Solids

CE1203 Mechanics of Fluids

CE1204 Construction Techniques, Equipments and Practice

CE1205 Surveying I

Practical

CE1206 Surveying Practical I

CE1207 Computer Aided Building Drawing

Semester-IV

Theory

MA1251 Numerical Methods

CE1251 Soil Mechanics

CE1252 Strength of Materials

CE1253 Applied Hydraulic Engineering

CE1254 Surveying II

CE1255 Highway Engineering

Practical

CE1256 Strength of Material Laboratory

CE1257 Hydraulic Engineering Laboratory

CE1258 Surveying Practical II

Semester-V

Theory

CE1301 BuildingTechnology

CE1302 Design of Reinforced Concrete Elements

CE1303 Structural Analysis I

CE1304 Fundamentals of Remote Sensing and GIS

CE1305 Environmental Engineering

CE1306 Foundation Engineering

Practical

CE1307 Environmental Engineering Laboratory

CE1308 Soil Mechanics Laboratory

CE1309 Field Survey - Survey Camp

Semester-VI

Theory

CE1351 Design of Reinforced Concrete and Masonry Structures

CE1352 Structural Analysis II

CE1353 Irrigation Engineering

CE1354 Design of Steel Structures

CE1355 Concrete Technology

CE1356 Railway Engineering

Practical

CE1357 Irrigation Engineering and Environmental Engineering Design and Drawing

CE1358 Transportation Engineering Laboratory

HS1301 Communication and Soft Skills Laboratory

Semester-VII

MG1301 Total Quality Management

CE1401 Estimation and Quantity Surveying

CE1402 Pre Stressed Concrete Structures

CE1403 Hydrology E1**** Elective I E2**** Elective II

Practical

CE1405 Computer Aided Design and Drawing

CE1406 Concrete Laboratory

Semester-VIII

Theory

GE1451 Engineering Economics and Cost Analysis

CE1451 Construction Project Management E3**** Elective III E4**** Elective IV

Practical

CE1455 Project Work Elective I

GE1301 Professional Ethics and Human Values

EE1001 Special Electrical Machines

CS1358 Computer Architecture

CS1029 Artificial Intelligence and Expert Systems

CS1030 Network Analysis and Synthesis Elective III

C1001 Adaptive Control I

C1016 Bio- Medical Instrumentation

EC1020 Embedded System Design

EE1002 Power System Dynamics

EE1003 High Voltage Engineering Elective III

CS1031 Operating Systems

EE1004 Power System Transients

CS1032 Internetworking Technology

EC1021 Mobile Communication

CS1033 Data Communication and Networks Elective IV

EE1005 Power Quality

EI1002 Process Control I

C1401 Virtual Instrumentation

CS1452 Neural Network and Fuzzy Logic Control

EE1006 Electric Safe

Bachelor of Engineering in Civil Engineering B.E. (Civil Engineering)

Bachelor of Engineering in Civil Engineering

B.E. (Civil Engineering)

Duration:4 Year(s)

Type: Degree Level: Graduation

Eligibility: 10+2 or Equivalent Course

Details:- Subject Code Subject

Semester-I

Theory

HS1101 Technical English I

MA1101 Mathematics I

HS1102 Engineering Physics I

HS1103 Engineering Chemistry I

ME1101 Engineering Graphics CS1101 Fundamentals of Computing and Programming

Practical

CS1102 Computer Practice Laboratory I

GE1101 Engineering Practices Laboratory

HS1104 Physics and Chemistry

Laboratory I * Note:- Laboratory classes on alternate weeks for Physics and Chemistry. The lab examinations (including the First Semester Experiments) will be held only in the second semester.

Semester-II

Theory

HS1151 Technical English II*

MA1151 Mathematics II*

HS1152 Engineering Physics II*

HS1153 Engineering Chemistry II*

CE1151 EE1151 EE1152 Engineering Mechanics (For

all Non - Circuit Branches) Circuit Theory (Common to EEE,EIE

and ICE Branches ) Electric Circuits and Electron Devices (For ECE, CSE, IT and Bio- Medical Engineering Branches)

EE1153 GE1151 Basic Electrical & Electronics Engineering (Common to branches under Civil,

Mechanical and Technology Faculties) Basic Civil & Mechanical Engineering (Common to branches under Electrical Engineering and Information & Communication Engineering Faculties)

Practical

CS1151 Computer Practice Laboratory II*

HS1154 Physics & Chemistry Laboratory II*

ME1151 EE1154 EE1155 Computer Aided Drafting and Modeling Laboratory (For all Non - Circuit Branches)

Electrical Circuits Laboratory (Common to EEE,EIE and ICE

Branches ) Circuits and Devices Laboratory (For ECE, CSE, IT and

Bio-Medical Engineering Branches)

Semester-III

Theory

MA1201 Transforms and Partial Differential Equations

HS1201 Environmental Science and Engineering

CE1201 Applied Geology

CE1202 Mechanics of Solids

CE1203 Mechanics of Fluids

CE1204 Construction Techniques, Equipments and Practice

CE1205 Surveying I

Practical

CE1206 Surveying Practical I

CE1207 Computer Aided Building Drawing

Semester-IV

Theory

MA1251 Numerical Methods

CE1251 Soil Mechanics

CE1252 Strength of Materials

CE1253 Applied Hydraulic Engineering

CE1254 Surveying II

CE1255 Highway Engineering

Practical

CE1256 Strength of Material Laboratory

CE1257 Hydraulic Engineering Laboratory

CE1258 Surveying Practical II

Semester-V

Theory

CE1301 BuildingTechnology

CE1302 Design of Reinforced Concrete Elements

CE1303 Structural Analysis I

CE1304 Fundamentals of Remote Sensing and GIS

CE1305 Environmental Engineering

CE1306 Foundation Engineering

Practical

CE1307 Environmental Engineering Laboratory

CE1308 Soil Mechanics Laboratory

CE1309 Field Survey - Survey Camp

Semester-VI

Theory

CE1351 Design of Reinforced Concrete and Masonry Structures

CE1352 Structural Analysis II

CE1353 Irrigation Engineering

CE1354 Design of Steel Structures

CE1355 Concrete Technology

CE1356 Railway Engineering

Practical

CE1357 Irrigation Engineering and Environmental Engineering Design and Drawing

CE1358 Transportation Engineering Laboratory

HS1301 Communication and Soft Skills Laboratory

Semester-VII

MG1301 Total Quality Management

CE1401 Estimation and Quantity Surveying

CE1402 Pre Stressed Concrete Structures

CE1403 Hydrology E1**** Elective I E2**** Elective II

Practical

CE1405 Computer Aided Design and Drawing

CE1406 Concrete Laboratory

Semester-VIII

Theory

GE1451 Engineering Economics and Cost Analysis

CE1451 Construction Project Management E3**** Elective III E4**** Elective IV

Practical

CE1455 Project Work Elective I

GE1301 Professional Ethics and Human Values

EE1001 Special Electrical Machines

CS1358 Computer Architecture

CS1029 Artificial Intelligence and Expert Systems

CS1030 Network Analysis and Synthesis Elective III

C1001 Adaptive Control I

C1016 Bio- Medical Instrumentation

EC1020 Embedded System Design

EE1002 Power System Dynamics

EE1003 High Voltage Engineering Elective III

CS1031 Operating Systems

EE1004 Power System Transients

CS1032 Internetworking Technology

EC1021 Mobile Communication

CS1033 Data Communication and Networks Elective IV

EE1005 Power Quality

EI1002 Process Control I

C1401 Virtual Instrumentation

CS1452 Neural Network and Fuzzy Logic Control

EE1006 Electric Safe

CE 1402– PRESTRESSED CONCRETE STRUCTURES

CE 1402– PRESTRESSED CONCRETE STRUCTURES

DURATION: 3 Hrs         DATE: 09.10.2013                 MAX.MARKS:100

PART-A                                         10 x 2 = 20

1. Give applications of pre stressing.
2. Explain the need of high tensile steel for pre stressing.
3. What are the various types of system in pre stressing?
4. Give a short note on End zone Reinforcement.
5. Sketch the arrangement of tendons & anchorages in circular pre stressing of concrete pipe.
6. Sketch the correct arrangement of sheet cage in anchorage zone.
7. Sketch the loop reinforcement, hair-pin bars in anchorage zone.
8. Give the advantages of pre stressed units.
9. List out the advantages of PSC bridges.
10.  Give the span limitations for T-beam slab deck & box girder bridges.

                                                 PART-B                                                  5x 16 = 80

    

11.                     a. Explain the following systems of pre stressing

i)                    Freyssinet’s system  (8)

ii)Gifford Udall system   (8)                (OR)

11    b.i) Explain the factors influencing deflections? (8)

         ii) What is the necessity of using supplementary or un tensioned reinforcement in pre stressed concrete members? (8)

        12  a.i) Explain briefly about strain compatibility method. (8)

                 ii) The Pre tensioned pre stressed concrete beam having a rectangular section 150mmx350mm has a effective cover of 50mm, fck= 40N\mm²                            ,fp= 1600N\mm², area of pre stressing = 461N\mm². Calculate the ultimate flexural strength of the section. Using IS1343  (8)                                     

                                                                           (OR)                        

            b.i)The end block of the post tensioned concrete beam 300mm wide & 300mm deep. This subjected to concentric anchorage force of 832.2KN by a festinate system anchorage of area 11720mm2. Design and detail the anchorage reinforcement of end block.(8)

              ii) The end block of a p.s.c beam rectangular in section 100mm wide and 200mm deep. The p.s force of 100KN is transmitted to concrete by a distribution plate 100mm wide and 50mm deep concentrically loaded at the ends. Compute the position and magnitude of maximum tensile stress and bursting tension( guyon’s method)  (8)

                                           

13.a)  i) Explain the general features of pre stressed concrete tanks.(8)

                ii) Explain the junctions of tank wall and base slab with neat sketch.(8)

                                                                           (OR)

b) A cylindrical pre stressed concrete water tank of internal diameter 30m is required to store water over a depth of 7.5m. The permissible compressive stress in concrete at transfer is 13N/mm² and the minimum compressive stress under working pressure is 1N/mm², the loss ratio is 0.75, wires of 5mm dia with an initial stress of 1000N/mm² are available for circumferential winding and freyssinet cables made up of 12 wires of 8mm dia stressed to 1200N/mm² are to be used for vertical pre stressing. Design the tank walls assuming the base as fixed. The cube strength of concrete is 40N/mm². For the thickness of wall is 150mm.(16).

14a) i) Explain the types of composite construction with neat sketch.(8)

ii)                  Explain the precast pre stressed concrete stresses at serviceability limit state.(8)

(OR)

               b) i) Explain the advantages and dis advantages of composite construction?(8)

                   ii) Clearly explain the creep and shrinkage effects in composite construction.(8)

    15a) i) Explain the advantages of pre stressed concrete bridges.(8)

           ii) Explain the post tensioned pre stressed concrete bridges decks with neat sketch.(8)

                                                                               (OR)

                    b) i) Explain the process of cantilever method of construction of p.s.c bridges with                     sketches.(8)

               ii) Explain clearly the general aspects of design of pre stressed concrete decks.(8)

CE 1402– PRESTRESSED CONCRETE STRUCTURES

CE 1402– PRESTRESSED CONCRETE STRUCTURES

DURATION: 3 Hrs         DATE: 09.10.2013                 MAX.MARKS:100

PART-A                                         10 x 2 = 20

1. Give applications of pre stressing.
2. Explain the need of high tensile steel for pre stressing.
3. What are the various types of system in pre stressing?
4. Give a short note on End zone Reinforcement.
5. Sketch the arrangement of tendons & anchorages in circular pre stressing of concrete pipe.
6. Sketch the correct arrangement of sheet cage in anchorage zone.
7. Sketch the loop reinforcement, hair-pin bars in anchorage zone.
8. Give the advantages of pre stressed units.
9. List out the advantages of PSC bridges.
10.  Give the span limitations for T-beam slab deck & box girder bridges.

                                                 PART-B                                                  5x 16 = 80

    

11.                     a. Explain the following systems of pre stressing

i)                    Freyssinet’s system  (8)

ii)Gifford Udall system   (8)                (OR)

11    b.i) Explain the factors influencing deflections? (8)

         ii) What is the necessity of using supplementary or un tensioned reinforcement in pre stressed concrete members? (8)

        12  a.i) Explain briefly about strain compatibility method. (8)

                 ii) The Pre tensioned pre stressed concrete beam having a rectangular section 150mmx350mm has a effective cover of 50mm, fck= 40N\mm²                            ,fp= 1600N\mm², area of pre stressing = 461N\mm². Calculate the ultimate flexural strength of the section. Using IS1343  (8)                                     

                                                                           (OR)                        

            b.i)The end block of the post tensioned concrete beam 300mm wide & 300mm deep. This subjected to concentric anchorage force of 832.2KN by a festinate system anchorage of area 11720mm2. Design and detail the anchorage reinforcement of end block.(8)

              ii) The end block of a p.s.c beam rectangular in section 100mm wide and 200mm deep. The p.s force of 100KN is transmitted to concrete by a distribution plate 100mm wide and 50mm deep concentrically loaded at the ends. Compute the position and magnitude of maximum tensile stress and bursting tension( guyon’s method)  (8)

                                           

13.a)  i) Explain the general features of pre stressed concrete tanks.(8)

                ii) Explain the junctions of tank wall and base slab with neat sketch.(8)

                                                                           (OR)

b) A cylindrical pre stressed concrete water tank of internal diameter 30m is required to store water over a depth of 7.5m. The permissible compressive stress in concrete at transfer is 13N/mm² and the minimum compressive stress under working pressure is 1N/mm², the loss ratio is 0.75, wires of 5mm dia with an initial stress of 1000N/mm² are available for circumferential winding and freyssinet cables made up of 12 wires of 8mm dia stressed to 1200N/mm² are to be used for vertical pre stressing. Design the tank walls assuming the base as fixed. The cube strength of concrete is 40N/mm². For the thickness of wall is 150mm.(16).

14a) i) Explain the types of composite construction with neat sketch.(8)

ii)                  Explain the precast pre stressed concrete stresses at serviceability limit state.(8)

(OR)

               b) i) Explain the advantages and dis advantages of composite construction?(8)

                   ii) Clearly explain the creep and shrinkage effects in composite construction.(8)

    15a) i) Explain the advantages of pre stressed concrete bridges.(8)

           ii) Explain the post tensioned pre stressed concrete bridges decks with neat sketch.(8)

                                                                               (OR)

                    b) i) Explain the process of cantilever method of construction of p.s.c bridges with                     sketches.(8)

               ii) Explain clearly the general aspects of design of pre stressed concrete decks.(8)