Last 04 Years Question Papers of CE2401 Design of Reinforced Concrete and Brick Masonry Structures

Are you looking for previous years question papers of CE2401 Design of Reinforced Concrete and Brick Masonry Structures ? We have here updated last 05 set of old question papers of CE2401 Design of Reinforced Concrete and Brick Masonry Structures . You can also find all important question papers of CE2401 Design of Reinforced Concrete and Brick Masonry Structures, Lecturer notes of CE2401 Design of Reinforced Concrete and Brick Masonry Structures, Model Question Papers of CE2401 Design of Reinforced Concrete and Brick Masonry Structures, Sample Question Papers of CE2401 Design of Reinforced Concrete and Brick Masonry Structures, 2 marks questions with answers for CE2401 Design of Reinforced Concrete and Brick Masonry Structures, 16 marks important questions unitwise for CE2401 Design of Reinforced Concrete and Brick Masonry Structures in this website. Search through the search box provided above to find out your study materials to download. Below is last 04 years university question papers of CE2401 Design of Reinforced Concrete and Brick Masonry Structures.

Anna University Chennai
Department of Civil Engineering
Seventh Semester
CE2401 Design of Reinforced Concrete and Brick Masonry Structures
Previous Year Question Papers
(Regulation 2008)

1. CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES 2011 Question Paper - 2011 Question Paper
2. CE2401 DRBMS BE Civil Anna University May June 2012 Question Paper - 2012 Question Paper
3. Nov Dec 2012 CE2401 DRCBMS B.E Civil Anna University Question Paper - 2012 Nov Dec Question Paper
4. CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES April May 2013 Question Paper - 2013 Question Paper
5. Anna University CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES 2015 Question Paper - 2015 Question Paper

Incoming Search by Students:

CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES 2011 Question Paper

CE2401 Design of Reinforced Concrete and Brick Masonry Structures.Important Questions

2015 Question Paper of CE2401 Design of Reinforced Concrete and Brick Masonry Structures

2014 Question Paper of CE2401 Design of Reinforced Concrete and Brick Masonry Structures.

2013 Question Paper of CE2401 Design of Reinforced Concrete and Brick Masonry Structures.

2012 Question Paper of CE2401 Design of Reinforced Concrete and Brick Masonry Structures.

2011 Question Paper of CE2401 Design of Reinforced Concrete and Brick Masonry Structures.

CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES Question Bank

Want to have all previous years question papers and question bank for CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES Anna University Chennai ? Here you can find all previous years question papers such as 2011 Question Paper, 2012 Question Paper, 2013 Question Paper and 2015 Question Paper. Get here the list now.

1. CE2401 DRBMS BE Civil Anna University May June 2012 Question Paper
2. CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES 2011 Question Paper
3. Nov Dec 2012 CE2401 DRCBMS B.E Civil Anna University Question Paper
4. CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES April May 2013 Question Paper
5. Anna University CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES 2015 Question Paper

Anna University Previous Years Question Papers

Question paper code: Refer in the concerned page

B.E B.TECH DEGREE EXAMINATION 

Seventh semester  

Civil Engineering

CE 2401/CE 71/ CE 1351/ 10111 CE701- DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES

(Regulation 2008/2010)

(IS 456-2000,IS 1905-1987,SP 16-1960  and IS:3370(part 2and 4)-1967design charts tables are permitted)

CE2401 DRBMS BE Civil Anna University May June 2012 Question Paper

Anna University Chennai
Department of Civil Engineering
Seventh Semester
CE2401 DESIGN OF REINFORCED BRICK MASONRY STRUCTURES
(Regulation 2008)

Question Paper Semester : 7 / Seven / VII
Question Paper Department : Civil
Question Paper Subject Code : CE2401
Question Paper Subject Name : DESIGN OF REINFORCED BRICK MASONRY STRUCTURES
Question Paper Syllabus Regulation : 2008
Attachment Type : Images (JPEG)
Question Paper Details : CE2401 DESIGN OF REINFORCED BRICK MASONRY STRUCTURES - May June 2012 Question Paper (Scanned Version)

CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES 2011 Question Paper

Searching for previous years university question papers of CE 2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES ? You can collect here Nov Dec 2011 Question Paper Exam Conducted for BE Civil Engineering 7th Semester by Anna University Chennai. Look for more details below:

Anna University Previous Years Old Question Papers

Question paper code: 52251

B.E B.TECH DEGREE EXAMINATION, November December 2011

Seventh semester

Civil Engineering

CE 2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES (DRCBMS)

(Regulation 2008)

Use of IS 456 and SP 16 permitted

Time : Three hour

Maximum : 100 marks

Nov Dec 2012 CE2401 DRCBMS B.E Civil Anna University Question Paper

CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES Anna University Chennai Regulation 2008 BE Civil Engineering Final Year 7th Semester University Question Papers and Important Questions / Notes Collection - November December 2012 Exam Paper :-

Anna University Chennai

Question paper code: 11199

B.E B.TECH DEGREE EXAMINATION, November December 2012

Seventh semester 

Civil Engineering

CE 2401 / CE 71 / CE 1351- DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES (DRCBMS)

(Regulation 2008)

(IS 456, SP 16 design charts tables are permitted)

Time : Three hour

Maximum : 100 marks

CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES April May 2013 Question Paper

Looking for  old question papers and important questions of DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES ? This subject coded CE2401 is studied in 7th Semester B.E Civil Engineering for Anna University Regulation 2008 Syllabus. An old question paper of May June 2013 has been attached here under. Feel free to download the question paper and make your exam more success by preparing important questions taken from this old question paper.

Anna University Previous Years Old Question Papers
Question paper code: 21215
B.E,B.TECH DEGREE EXAMINATION, May June 2013
Seventh semester
Civil Engineering
CE 2401 / CE 71 / CE 1351- DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES (DRCBMS)
(Regulation 2008)
(IS 456, SP 16 design charts tables are permitted)
Time : Three hour
Maximum : 100 marks

Answer ALL questions
PART A-10 x 2=20 marks

Anna University CE2401 DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES 2015 Question Paper

Anna University Previous Years Question Papers
Question paper code: 71263
B.E,B.TECH DEGREE EXAMINATION,APRIL/MAY-2015
Seventh semester
Civil Engineering
CE 2401/CE 71/ CE 1351/ 10111 CE701- DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY STRUCTURES
(Regulation 2008/2010)
(IS 456-2000,IS 1905-1987,SP 16-1960  and IS:3370(part 2and 4)-1967design charts tables are permitted)
Use of relevant BIS standard and hand book is permitted.
Time- Three hour
Maximum mark-100
Answer all questions
PART A-10X2=20marks

1. What is the structural action of
(a) Heel and
(b) Toe of a cantilever retaining wall

2. Why counter forts are provide in a counter forts retaining wall.

3. Why cover domes for a circular water tank is economical than a flat cover slab.

4. Why bracing are provided in the stagings of a water tank?

5. When a mat found action is restored to a structure?

6. What are the advantages of box culvert over slab culvert?

7. Why yield line theory for slab always yield upper bound solution?

8. Sketch an yield line pattern for a circular slab continuous over its edge supports?

9. Define slenderness radio of a masonry wall.

10. List out any two factors which affect the permissible stress of a masonry.

Part B- 5x16=80 marks
11.(a) Design a cantilever retaining wall to retain 5m of horizontal backfill.
The density of the soil is 17Kn / m2
Safe baring capacity of the soil=165 Kn / m2
Angel of internal friction of soil=250
The coefficient of friction between base slab and concrete=0.55
Use M20 concrete and Fe415 steel.
(or)
(b)(i) What are the design principle involved in the different components of a counter fort retaining wall.
(ii) Write down the steps involved in the design of counter fort retaining wall.

12.(a) Design and underground water tank 4m x10mx 3m deep. The sub soil consist of sand having angel of repose of 30 degree and saturated unit weight of 17Kn / m3 . The water table is likely to rise up to ground level. Use M20 concrete and HYST bars. Take unit weight of water as 9.81kn/m3 .
(or)

(b)A square elevated water tank 3m is open at top. Base of wall may be assumed as hinged. Use M25 concrete and Fe415steel. Design the wall along the horizontal direction.

13.(a) An intermediate flight of a staircase is support at only at the edge of landing (support-perpendicular to the direction of the flight). Height between landing is 1.5m. The flight has steps consist of 10 risers (each rise=150mm) and 9 treats (each treat=250mm). The steps are support on a waist slab. Landing is 1m width. Support width is 300mm each. Design the waist slab and loading for bending moment along. Use M20 concrete and Fe415 steel. Live load on stair is 3.0kn/m2  width of flight=1.5m.
(or)
(b)Design the R.C. wall 3m height, 4m width and 100mm thick to carry a factored load of 600kn/m using M 20 concrete and Fe415 steel.

14.(a) Design a rectangular slab 4mx6m which is simply support at the all the four edge at subjected to a services live load of 4 kn/m2. Assume µ=0.5, fck=20N/mm2, fy=415N/mm2.
(or)
(b)Consider a rectangular slab of 4m x 3m with one of its longer side free and other three side are simply supported. The reinforcement in the two perpendicular direction are such that Mx=10kn/m, My=15kn/m. Find the collapse load.

15.(a) Determine the allowable axial load on column 300mm x 60mm constructed in first class brick work in CM 1:6 using modular bricks 200mm x 10mm x 100mm the height of pier between the footing and top of slab is 5.2m. The strength of unit may be assumed as 10.5MPa.
(or)
(b)Write short notes on:
(i) Classification of walls.
(ii) Effective of length and effective height of walls.
(iii) Permissible stress in brick masonry.