CIVIL ENGINEERING INTRODUCTION

Civil engineering is a professional engineering discipline that deals with the design, construction, and maintenance of the physical and naturally built environment, including works like roads, bridges, canals, dams, and buildings.

Only The Few Can Achieve these heights !!!!

Civil engineers design, construct, supervise, operate, and maintain large construction projects and systems, including roads, buildings, airports, tunnels, dams, bridges, and systems for water supply and sewage treatment.

BURJ KHALIFA-- WORLD'S TALLEST BUILDING

Burj Khalifa, known as Burj Dubai before its inauguration, is a skyscraper in Dubai, United Arab Emirates. It is the tallest artificial structure in the world, standing at 829.8 m.

AMAZING DAM (HOOVER DAM)..............

Hoover Dam, once known as Boulder Dam, is a concrete arch-gravity dam in the Black Canyon of the Colorado River, on the border between the U.S. states of Arizona and Nevada.

Always be Positive......

To give pleasure to a single heart by a single kind act is better than a thousand head-bowings in prayer :NAEEM KHAN .

Sunday, July 20, 2014

TRANSPORTATION ENGINEERING-( I & II ) NOTES


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                  TRANSPORTATION ENGG NOTES

B.TECH CIVIL 6TH SEM IRRIGATION ENGG-I STUDY MATERIALS

Here you can download all study materials of IRRIGATION ENGG -I For MDU B.tech civil students......

                          IRRIGATION ENGG-I NOTES

Tuesday, July 15, 2014

Sunday, July 13, 2014

MDU B.TECH CIVIL 3RD SEM STRUCTURAL ANALYSIS QUE PAPER..............

                                                  B.TECH 3RD SEM.
                                                  STRUCTURAL ANALYSIS -1
                                              
      PAPER: CE -201 –F
                                                      DEC   - 2010
                                                        SECTION  - A
Q.NO. 1 (a).
 State  “Hook’s law and it’s applications”.                                                                                                  05
                                                                                                                                                                                                                                                                                       
Q.NO. 1 (b). A load of 400KN is applied on a short concrete column 250mm×250mm and the column is reinforced with steel bars of total area 2512 mm2 . if the modulus of elasticity for steel is 18 time, that of concrete, . Find the stresses in concrete and steel.                                                  15


Q.NO. 2(a)
Derive the expression for normal stress and tangential stress on a oblique section of a body subjected to direct stresses in two mutually perpendicular direction.                                         10

Q.NO. 2(b)
At a point in a strained material, is subjected to two mutually perpendicular  tensile stresses of  20 kN/cm2  and  10 kN/cm2 . Determine the intensities of normal stress and resultant stress on a plane, inclined at  50°  to horizontal axis i.e. axis of minor principal stress.                                             10                                                                                   
                                                                            SECTION –B

Q.NO. 3
A   I-section  is as shown in fig. . It is subjected to a bending moment of 5000 N-m at its neutral  axis . Find the maximum stress induced in the beam.                                                                                                                                                                                      20

  Q.NO. 4(a)
Drive a torsion equation for a circular shaft.                                                                                           10
Q.NO. 4(b)
A  wooden beam 15cm wide and 20cm deep is reinforced at the bottom by a steel plate 15cm wide and 1.2 cm thick . if the allowable stresses in wood and steel are 1 kN/cm2 and  13 kN/cm2   respectively. Find the safe Bending  Moment that the section may carry.  (Take Es = 15 E)                   10                                                      

                                                                            SECTION-C
Q.NO. 5(a)
What are the different end conditions for column What will be the effective length according to these conditions?                                                                                                                                             2.5+2.5=5
Q.NO. 5(b)
A strut 3.0m long is 60mm in diameter. Find the safe compressive load for the member using Euler’s formula if
(i)                Both ends  hinged or pinned.
(ii)              Both ends  fixed
Take E =2×105 N/mm2 and the factor of safety =3.5                                                                                 15

Q NO. 6 (a) 
State the assumptions of Euler’s column theory.                                                                                           5
Q NO. 6 (b) A column of circular section made of cast iron 200mm external diameter and 20mm thick is used as a column. The length of a column is 4m. Both ends of the column are fixed. The column carries a load of 180kN at an eccentricity of 250mm from the axis of the column. Find the stresses developed in the extreme fibers. Take E =94000 N/mm2.                                                       15

      
                                                             SECTION -D

Q.NO. 7
A beam 6m long simply supported at the ends and carries a uniformly distributed load of 15 k N/m and three concentrated loads 10kN,  20kN and 30kN acting at 1.5m from left support , centre point and 1.5m from right support respectively. Draw the SFD and BMD and determine the max. B.M.    20

Q.NO. 8
         A simply supported beam AB, of span 10m is subjected to a point load of magnitude 50 kN at its centre Find out the maximum slope and deflection by moment area method. Take  I =160×103 cm4 and  E = 2×105N/mm2.                                                                                                                                 20                                                                                                                                              

                                                                                                                                    NAEEM KHAN
                                                                                                   
                                                                                                                                  THANKS




MDU B.TECH CIVIL 5TH SEM NOTES



YOU CAN DOWNLOAD ALL CONTENTS ( NOTES )  UNIT WISE OF DESIGN OF STEEL STRUCTURES THROUGH THE LINK GIVEN BELOW...............


             DESIGN OF STEEL STRUCTURE NOTES

MDU CIVIL 5TH SEM NOTES





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            NUMERICAL METHODS NOTES

MDU CIVIL 5TH SEM NOTES

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                       HYDROLOGY 5TH SEM NOTES 

FLUID MECHANICS DEC-2010

                                                         B.TECH 3RD SEM.
                                                  FLUID MECHANICS -1
                                                    PAPER: CE -205 –F
                                                            DEC-2010

                                                           
                                                        SECTION  - A
Q.NO. 1 (a).
 Define the fluid properties density , sp. Weight , surface tension , and sp. Volume. 
                                                                                                                                               04                                                                                                                                                                                                                                                                                                                         
Q.NO. 1 (b).
Derive an equation for the capillary depression of water in a glass tube immersed in mercury.                                                                                                                          06

Q.NO. 1(c).
     A rectangular plate of size 25 cm by 50 cm and weighing 250 N slides down a 30áµ’ inclined surface at a uniform velocity  of 2 m/s. If the uniform 2 mm gap b/w the plate and inclined surface is filled with oil. Determine the viscosity of oil.
                                                                                                                                             10                                                                                                                                    
Q.NO. 2(a)     Define the following lines of flow :-  
( I ) stream line.
(ii) streak line
(iii ) path line.                                                                                                                   
                                                                                                                             2×3= 06

Q.NO. 2(b)   Write four properties of flow net.                                                                                             
                                                                                                                                          04
Q.NO. 2(c)    Two velocity components are given below. Find the third component such that they satisfy continuity  equation.
(i)  u = x3+y2+2z2  , and v = x2y – yz - xy
(ii) u = 2x2 + 2xy ,     and w = z3 – 4xz – 2yz                                                                                                  
                                                                                                                                                                     5×2=10
                                                             SECTION –B

Q.NO. 3(a) Draw a neat sketch to show the absolute zero pressure , absolute pressure , gauge  pressure , vacuum pressure and atmospheric pressure.                                                                                                      
                                                                                                                                       04
Q.NO. 3(b) The pressure due to an oil of height ‘ h ‘ meter is 2×104 N/m2. The specific gravity of oil is 0.9 . Find the height of oil ‘h ‘ in meters.                                                                                                                       
                                                                                                                                       06
Q.NO. 3(c)    Explain with neat sketches of the following :-
( i) Piezometer
(ii) U tube manometer
(iii) Single column manometer                                                                                                                                
                                                                                                                                     10                                                                                            

  Q.NO. 4(a) A triangular gate which has base of of 1.5 m and an altitude of 2m lies in a vertical plane and tank which contains oil of specific gravity of oil  is 0.8 . Find the total pressure exerted by the oil on the gate and the position of the centre of the pressure.                                                                                                                     10
    Q.NO. 4(b)  A wooden block of rectangular section 1.25 m wide , 2m deep and 4m long floats horizontally in sea water . if the specific gravity of wood is 0.64 and water weighs 10055 N/m3 , find the volume of the liquid displaced and the position of the centre of buoyancy.                                                                             10
                                                                            SECTION-C
Q.NO. 5(a) Explain venturimeter and orifice meter with sketches.                                                                  
                                                                                                                                           10
Q.NO. 5(b)  A 0.3m pipe carries water at a velocity of 24.4 m/s . At point A and B measurements of pressure and elevations were respectively 361 KN/m2 and 288 KN/m2 and 30.5m and 33.5m . For steady flow, find the loss of head b/w A and B.                                                                                                                
                                                                                                                                            10
 Q.NO. 6(a) Define the following;
    ( I ) Coefficient of velocity
    ( ii )  Coefficient of Contraction
    ( iii ) Coefficient of Discharge                                                                                                                    
                                                                                                                                 2×3 = 06
Q.NO. 6(b) A rectangular notch of crest length 0.4m is used to measure the flow of water in a rectangular channel 0.6m wide and 0.45m deep. If the water level in the channel is 0.225m above the weir crest , find the discharge in the channel for the following two cases.
For the notch assume coefficient of discharge ( Cd ) = 0.63
( i) Neglecting velocity of approach                                                                                                                        06
(ii) Taking into account velocity of approach                                                                                                        
                                                                                                                                         08

                                                           SECTION –D

Q.NO. 7(a) Explain the following :
(i) Boundary layer thickness
(ii) Laminar boundary layer
(iii) Turbulent boundary layer
(iv) Laminar sub layer                                                                                                                                     
                                                                                                                                    3×4 =12
Q.NO. 7(b) Explain the separation of boundary layer.                                                                                       
                                                                                                                                           08
Q.NO. 8(a) Explain the following :        
(i) Geometric similarity
(ii) kinematic similarity
(iii) Dynamic similarity                                                                                                                                 
                                                                                                                              3×3 = 09
Q.NO. 8(b) Describe the following :
(i) Undistorted models
(ii) Distorted models                                                                                                                              
                                                                                                                      3 + 08 = 11

                                                                                                                                   
                                                                                                    
                                                        



MDU B.TECH CIVIL 3RD SEM QUE PAPERS

                                     
  B.TECH 3RD SEM.
                                                   BUILDING CONSTRUCTION AND
                                                            MATERIAL                              
                                                    PAPER: CE -203 –F
                                                      DEC   - 2012
Note : Attempt any five questions.
Q.NO. 1 (a).
 Draw typical sketches showing the following, constructed of stone masonry:
(i)                Corbel
(ii)              Cornice
(iii)            Jambs
(iv)            Coping 
(v)              Threshold                                                                                                                                       5×2  =  10                                                                                                                                                                                                                                                                                       
Q.NO. 1 (b).
Explain Double Flemish bond in one brick thick wall with sketches showing the following:
Plan for
(i)                1 , 3 , 5 , ……………………… courses
(ii)              2 , 4 , 6 , ………………………..courses                                                                                      5×2  =  10                                                                                                                                                                                                                                                                                       

Q.NO. 2(a)  Enumerate different types of  partition walls . Explain with sketches any one type of partition wall suitable for domestic buildings.                                                                                                   10

Q.NO. 2(b)  
  Explain with the help of sketches combined footings.                                                                                     10
Q.NO. 3(a)
Explain the method of constructing cement concrete flooring.                                                                     10
Q.NO. 3(b)   Describe in short , with sketches , solid core flush door or laminated core flush door.  10

  Q.NO. 4  (a) Explain various methods used for damp proofing.                                                                 10
  Q.NO. 4  (b) Describe the method of damp proofing for basement in an area having high water table. Give a neat sketch.                                                                                                                                           10

Q.NO. 5(a) Write short notes on :
(i) Reflection of sound and reflecting surfaces.
(ii ) Reverberation.                                                                                                                                        5×2 = 10
Q.NO. 5(b) What do you understand by absorption of sound ? How does this take place ? Enumerate various absorptive surfaces.                                                                                                                                 10

Q.NO. 6(a) What are the desirable qualities of building stones ? Discuss in berief.                                  10
Q.NO. 6(b)  What are the usual tests which may be conducted to confirm the suitability of bricks ?
                                                                                                                                                                                       10                                                     
Q.NO. 7(a) Define the following :
(i) Calcination
(ii) Quicklime
(iii ) Setting of lime
(iv ) Slaking
(v ) Slaked lime                                                                                                                                              5×2 =10

Q.NO. 7(b) Explain the composition of Ordinary Portland Cement . Explain the functions of each ingredient of cement .                                                                                                                                           10

Q.NO. 8(a) What is  plywood ? What are it’s advantage ?                                                                              10                                                                                              
Q.NO. 8(b) Describe briefly the following :
(i) Cement paint,
(ii) Emulsion paint,                                                                                                                                    5×2 =10

                                                                                                                              


                                                  B.TECH 3RD SEM.
                                                  FLUID MECHANICS -1
                                                    PAPER: CE -205 –F
                                                      DEC   - 2012
                      Note: Que. 1 is compulsory.
Q.NO. 1.  Explain the following :
(i) Real and Ideal fluid.
(ii) Free and forced vertex flow.
(iii) Bernoulli’s equation.
(iv) Buckingham theorem.
(v) Similar and Distorted models.



                                                        SECTION  - A
Q.NO. 2 (a).
 Define the fluid. Explain the various  properties of fluid in detail.                                                         10                                                                                                                                                                                                                                                                                      
Q.NO. 2 (b). Explain the steady and unsteady , uniform and non uniform flow in detail .                  10

Q.NO. 3  A two dimensional flow is described by no velocity components :
                      u = 5×3 and   v = -15x2y
   Evaluate the stream function , velocity and acceleration at a point p  ( x = 1m and y = 2m )         20
                                                        SECTION –B

Q.NO. 4.  A piece of wood ( specific gravity = 0.6 ) of 10cm square m cross section and 2.5m long floats in water. How much head ( specific gravity = 12 ) need to be fastened at the low end of the shok so that it floats upright with 0.5m length out of water.                                                                                                   20
Q.NO. 5.  A cylindrical buoy is 2m in diameter and 2.5 m long and weight 21.5 Km. The specific weight of sea water is 10 Km/m3 . Show that the buoy does not float with it axis vertical. What minimum buel should be applied to chain attached to the centre of the base to keep the buoy vertical ?                     20                                                                                             
                                                                            SECTION-C
Q.NO. 6.  The velocity distribution in laminar boundary layer over a flat plate is assumed as  u = a sin (by) + c , where a , b , and c are constants. Apply the appropriate boundary conditions and find out the velocity distribution law .                                                                                                                                     20
Q.NO. 7.   Explain the constructional detail and working of pitot tubes , venturimeter , orifice meter , and flow through orifices and mouthpieces in detail.                                                                                            20

                                                           SECTION –D

Q.NO. 8.  What is Buckingham’s theorem ? Explain the importance dimension less numbers and their significance in detail. Also explain the Similar and Distorted models .                                          20
Q.NO. 9. Write short note on the following :
(i) Geometric similarity , kinematic similarity , and Dynamic similarity .                                                    10
(ii) Physical modeling , dimensional analysis.                                                                                                  10