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CURRICULUM 2014

(C-14)

FOR DIPLOMA COURSES OFFERED BYSBTET-ANDHRA PRADESH

State Board of Technical Edcation ! Trainin"#ndhra $rade%h & 'deraad

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*I$L+M# I, CIIL E,.I,EERI,.SC'EME +/ I,STRUCTI+,S #,* E#MI,#TI+,S

I See%ter

TIME SC'E*ULE

Subject

CodeName of the Subject

Instruction

period / week Total

Period

/ year

Scheme of Examination

TheoryPractic

al

uration

!hours"

Sessional

#arks

End

Exam

#arks

Total

#arks

T$E%&'(

C) *+, En-ineerin-

#athematics )

III

* ) .+ 0+ 1+ ,++

C) *+0 Theory of Structures2 ) 32 0+ 1+ ,++

C) *+4uantity Sur5eyin- ) I 2 ) 32 0+ 1+ ,++

C) *+*Sur5eyin- 6 III * ) .+ 0+ 1+ ,++

C) *+2Transportation

En-ineerin-

2 ) 32 0+ 1+ ,++

P&7CTIC78(

C) *+.C7 Practice . 9+ *+ .+ ,++

C) *+3:uildin- Ser5ices

rawin-

) *2 *+ .+ ,++

C) *+1Communication skills ) *2 *+ .+ ,++

C) *+9Sur5eyin- ) III Practice ) 3 ,+2 *+ .+ ,++

T%T780 ,9 .+ 0.+ .*+ 9++

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En"ineerin" Matheatic% III(Coon to all ranche%)

Subject Title ( En-ineerin- #athematics)IIISubject Code ( C)*+,Periods/week ( +*Periods/semester ( .+

S,o

Ma3or Toic,o of

$eriod%

5ei"hta"eof

Mar6%

Short Te E%%a Te

Unit -I *ifferentialE7ation% R U # R U #

1$omo-enous 8inearifferential e;uations withconstant coefficients

2 . 0 + + + + +

2Non)homo-enous 8inearifferential e;uations withconstant coefficients

,+ 0 + , + , , +

Unit II

8 8aplace Transforms 0+ 0 , 0 , , + ,

Unit III

4

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+B:ECTIES

Upon completion of the co!"e# the "t$ent "hol$ %e &%le toUnit-I-*ifferential E7ation%10 Sol;e 'oo"eneo% linear differential e7ation% b > c"y ? + when the roots of the

auxiliary e;uation are real and different@ real and repeated@ complex=,=0 Sol5e the hi-her order homo-eneous differential e;uations with constant

coefficients=20 Sol;e ,on 'oo"eneo% linear differential e7ation%

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*=0 efine

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T'E+R? +/ STRUCTURES

Subject Title ( T$E%&' %< ST&BCTB&ES

Subject Code ( CE)*+0Periods/Aeek ( +2Periods/Semester ( 32

TIME SC'E*ULE

+B:ECTIES

Upon completion of the co!"e# the "t$ent "h&ll %e &%le to

10 Under%tand the eha;ior of coln% nder ;ertical load%,=, efine ( i" Compression member ii" 7xial 8oadin-,=0 8ist different types of compression members,= efine ( i" :ucklin- / Critical / Cripplin- 8oad ii" 7ctual len-th

iii" 8east radius of -yration i5" Safe load 5"

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,=,9 esi-n a hollow circular cross section of a column for the -i5en data,=0+ %btain the expression for pressure distribution at the base of a column@ subjected

to eccentric load about one axis only,=0, Compute the pressure distribution at the base of a column@ subjected to an

eccentric load about one axis only,=00 efine the core of a column,=0 Calculate core for circular / s;uare / rectan-ular columns and draw the shapes of

core

20 Under%tand the Stailit of Retainin"

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=*= Calculate prop reaction of propped cantile5er subjected to B8 throu-hout %& asin-le point load between fixed and propped ends

=2= Calculate S< and :# 5alues and draw S

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a" Short and lon- columns 6 7xial loadin- only 6 solid circular@ $ollow circular@&ectan-le and I section and :uilt up columns 6 different end conditions 6slenderness ratio 6 calculation of safe load on columns by Eulers and &ankinesformula 6 Effecti5e len-th@ radius of -yration and slenderness ratio ) limitation ofEulers formula 6 stren-th of columns 6 problems 6 stress distribution at the baseof column due to eccentric load about one axis)problems 6 core of a column

20 *a% and retainin"

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0= S=# and T=S :=C= Punmia= Stren-th of #aterials &=S= Hhurmi*= Graphical #ethods in structural analysis S Prakash &ao2= Structural 7nalysis 6 7 Bnified 7pproach S Prakash &ao.= #echanics of solids by &=H =&ajput

3= Stren-th of #aterials &=H= :ansal1= Stren-th of #aterials &=Subramanian!%xford Bni5ersity Press"

U#,TIT? SURE?I,. - I

Subject Title ( 4uantity Sur5eyin- ) I

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Subject Code ( CE) *+Periods / week ( +2Periods / Semester ( 32

TIME SC'E*ULE

Sl

,o Ma3or Toic%

,o of

$eriod%

5ei"hta"e

of Mar6%

Short

Te

E%%a

Te

,Introduction@ Bnits andSpecifications

+1 ,. +0 +,

0 Earth work calculations 0+ 09 + +0

Types of estimates of buildin-s ,2 0. +0 +0

*Preparation of detailedestimates

0 9 + +

Total 32 ,,+ ,+ +1

+B:ECTIES


10 Under%tand a%ic concet% of antit Sr;ein" Unit% and Secification%

,=, efine(a" 4uantity Sur5eyin-b" Estimate

,=0 State the need for ;uantity sur5eyin-,= State different types of estimates

,=* Explain the need for different estimates,=2 istin-uish amon- element of structure@ item of a work J materials of

construction,=. 8ist the duties of 4uantity Sur5eyor

,=3 State the units of measurements@ data and payment for different items ofwork and materials usin- I S ( ,0++

,=1 State two types of takin- out measurement=,=9 Explain Centre 8ine #ethod 6 8on- and Short Aall #ethod,=,+ Explain the process of takin- measurements for different works and

tolerances

,=,, efine specifications,=,0 State the need for specifications,=, State different types of specifications,=,* Gi5e the -eneral specifications for important items of work

20 Cote the ;ole% of earth

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0=. Explain(a" #ean sectional area methodb" #id sectional area methodc" Trapeoidal ruled" Prismoidal rule

0=3 State the limitations of prismoidal rule0=1 etermine the areas of an embankment for a -i5en data

0=9 etermine the areas of a cuttin- for a -i5en data0=,+ Prepare detailed estimates for earth work for roads@ canals and earthen

bunds,=,, Compute -ross and effecti5e capacity of a reser5oir from the areas of

different ele5ations

80 Under%tand different te% of e%tiate%=, State different types of estimates=0 Explain(

a" 7pproximate or preliminary estimateb" etailed estimatec" 7bstract estimate

= State the methods of preparin- approximate estimates=* Explain(

a" Plinth area methodb" Cubic content methodc" Ser5ice unit method

=2 Prepare approximate estimates for residential and non)residentialbuildin-s with -i5en data of sie / capacity and rates considerin-cost of buildin- ser5ices and other o5er heads

=. ifferentiate between detailed estimate and abstract estimate=3 Arite formats of detailed estimate and abstract estimate

40 $reare detailed e%tiate% for ;ario% Ci;il En"ineerin" Strctre%*=, State the information re;uired for preparation of detailed estimates

of a buildin-*=0 State different methods of takin- out ;uantities*= Explain different methods of takin- out ;uantities*=* Prepare the detailed estimates for 5arious buildin-s from the -i5en

drawin-s@ specifications and site conditions(

a" Compound wall and Stepsb" Sin-le &oom :uildin-c" Sin-le &oom with Derandahd" Sin-le storied &esidential buildin- with one bed room !, :$H"

e" Sin-le storied &esidential buildin- with two bed rooms !0 :$H"f" Three :ed room buildin- ! :$H"-" Two storied residential buildin-h" :uildin-s with Sloped roofs like pitched roof@ lean to roof@ hipped J 5alley

roofi" Primary school buildin-

*=2 Prepare the estimation of a steel roof truss for an Industrial buildin-

C+URSE C+,TE,T

1 Introdction of Unit ea%reent% and Secification%a" 4uantity sur5eyin- 6 efinition of estimate 6 Need forestimation 6 Types of

estimates 6 7pproximate estimate 6 etailed estimate 6 7bstract estimate 6

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uties of 4uantity Sur5eyor 6 Elements of a structure 6 Item of Aork 6#aterials of construction 6 8ine dia-ram for preparation of abstract estimate

b" Bnits of measurements for 5arious items of ci5il en-ineerin- works as per IS (,0++

c" e-ree of accuracy in measurement 6 eductions for openin-s in masonry@ &CCand Plasterin- 6 Paintin- coefficients

d" ifferent #ethods of takin- out ;uantities 6 Centre 8ine #ethod 6 8on- and

Short Aall #ethodd" Specifications 6 Necessity 6 Types of specifications 6 General specifications of(

i" Earth worksii" :rick / Stone #asonry with C=#iii" &einforced Cement Concretei5" Plasterin- with C=#5"

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TIME SC'E*ULE

+B:ECTIES


1.0 Under%tand the rincile% of Tri"onoetrical Le;ellin",=,= efine of tri-onometrical le5ellin-,=0= Enumerate the different cases that occur in tri-onometrical le5ellin- to find

the ele5ation and distance of a -i5en object !base of the object accessible

or inaccessible",== eri5e formula for findin- hei-ht and ele5ation of an object when the base

of the object is accessible=,=*= Calculate the hei-ht and ele5ation of an object when the base of the

object is accessible=,=2= eri5e the formula to find the distance and ele5ation of the object when

the base of the object is inaccessible and instrument stations and object

are in the same 5ertical plane,=.= Calculate the distance and ele5ation of the object when the base of the

object is inaccessible and instrument stations and object are in the same

5ertical plane,=3= escribe the procedure to find the distance and ele5ation of the object

when the base of the object is inaccessible and instrument stations andobject are not in the same 5ertical plane=

,=1= Calculate the distance and ele5ation of the object when the base of the

object is inaccessible and instrument stations and object are not in the

same 5ertical plane=20 Under%tand the rincile of Tacheoetr to find the ele;ation% and

di%tance% of %tation%0=, efine tacheometry0=0 8ist the uses of tacheometry0= Explain the principles of stadia tacheometry

0=* 8ist the different methods of tacheometry0=2 efine staff intercept0=. 8ist the constants of tacheometry in stadia tacheometry

S,o

Ma3or Toic%,o of

$eriod%5ei"hta"eof ar6%

ShortTe

E%%aTe

,Tri-onometric

le5ellin-,+ 0 +, +0

0 Tacheometry ,2 0. +0 +0

Cur5es ,2 0. +0 +0

*Electronic Sur5eyin-Instruments

,+,9 + +,

2 Total Station ,+ ,. +0 +,

Total .+ ,,+ ,+ +1

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0=3 eri5e the formulae to determine the horiontal distance of staff station

from the instrument station usin- stadia tacheometry@ when the line of

collimation is horiontal with staff held 5ertical0=1 eri5e the formulae to determine the ele5ation of the staff station usin-

stadia tacheometry@ when the line of collimation is horiontal with staff

held 5ertical0=9 Calculate the horiontal distance of staff station from the instrument

station and its ele5ation when the line of collimation is horiontal with staff

held 5ertical=0=,+ Explain the procedure for determinin- tacheometric constants0=,, State the use of 7nallatic lense0=,0 Arite the formulae to determine the horiontal distance of staff station

from the instrument station usin- stadia tacheometry Ahen the line of

collimation is inclined with staff held 5ertical !without deri5ation"0=, Arite the formulae to determine the ele5ation of the staff station usin-

stadia tacheometry Ahen the line of collimation is inclined with staff held

5ertical !without deri5ation"0=,* Calculate the horiontal distance of staff station from the instrument

station and its ele5ation when the line of collimation is inclined with staff

held 5ertical=0=,2 Compute the horiontal distance and difference in ele5ations between any

two staff stations !instrument station and staff stations are lyin- in the

same 5ertical plane" usin- stadia tacheometry0=,. Compute the horiontal distance and difference in ele5ations between any

two staff stations !instrument station and staff stations are not lyin- in the

same 5ertical plane" usin- stadia tacheometry0=,3 Explain the principle of Tan-ential Tacheometry0=,1 Enumerate the difference between Stadia and tan-etial tacheometries0=,9 eri5e the formula to determine the distance of staff station from the

instrument station and ele5ation of the staff station by tan-ential

tacheometry0=0+ Compute the horiontal distance of staff station from instrument station

and its ele5ation by tan-ential tacheometry0=0, Compute the horiontal distance and difference in ele5ations between any

two staff stations usin- tan-ential tacheometry !instrument station and

staff stations are lyin- in the same 5ertical plane"0=00 Compute the horiontal distance and difference in ele5ations between any

two staff stations usin- tan-ential tacheometry !instrument station and

staff stations are not lyin- in the same 5ertical plane"

80 Under%tand the ethod of %ettin" ot %ile cr;e%=, 8ist the types of horiontal cur5es=0 efine Simple cur5e= efine de-ree of cur5e and state the relation between the radius and

de-ree of cur5e accordin- to chord len-th / arc len-th=* Calculate de-ree of cur5e usin- abo5e relations=2 Sketch a simple circular cur5e and show its elements=. efine 5arious elements of a simple circular cur5e

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=3 Compute the len-th of cur5e@ tan-ent len-th@ len-th of lon- chord and mid

ordinate@ apex distance and chaina-es at salient points of a cur5e=1 8ist the linear and an-ular methods of cur5e settin-=9 Explain the procedure for settin- out a cur5e by linear methods=,+ Explain the procedure for settin- out a cur5e by an-ular methods=,, Calculate the data re;uired for settin- out a cur5e for abo5e methods and

Prepare the cur5e tables

40 Under%tand the rincile% and %e% of Electronic Sr;ein" in%trent%*=, 8ist the modern sur5eyin- instruments*=0 Explain the principle of E#*= Explain the features of electronic theodolite and distomat*=* State the uses of electronic theodolite and distomat*=2 efine GPS*=. Explain the workin- principle of GPS*=3 Explain the se-ments of GPS*=1 Enumerate the types of GPS recei5ers*=9 Explain takin- coordinates of 5arious points usin- GPS*=,+ 8ist the applications of GPS in ci5il En-ineerin-*=,, 8ist merits and demerits of GPS*=,0 efine GIS*=, State the components of GIS*=,* 8ist the types of data used in GIS*=,2 Explain the data used in GIS*=,. efine map*=,3 8ist the types of map projections*=,1 8ist the uses and applications of GIS in ci5il En-ineerin-

*=,9 State the principle of Photo-rammetry*=0+ Explain the types of terrestrial photo-rammetry*=0, Explain the use of stereoscope in photo-rammetry

90 Under%tand the rincile% of total %tation2=, 8ist the parts of total station and their functions2=0 Explain the settin- up total station for takin- obser5ations2= 8ist the uses of total station2=* Explain the procedure for measurement of distances and an-les2=2 Explain procedure of takin- multiple number of obser5ations on a sin-le

station

2=. Explain the procedure for measurement of area with sin-le station setup2=3 Explain the procedure of tra5ersin- usin- total station2=1 Explain the orientation of total station by resection method2=9 Explain establishin- T:# by station ele5ation method2=,+ Explain Stakin- out a point@ line and an arc2=,, 8ist the steps in5ol5ed in markin- the centre line for a typical residential

buildin-2=,0 Explain the procedure for 8S and CS for proposed road / canal/ pipe line

C+URSE C+,TE,T

10 Tri"onoetric le;ellin"a" Principle and necessity of Tri-onometric le5ellin-

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b" Ele5ations and distances of objects whose base is accessible or inaccessible@

with instruments stations and object in the same 5ertical plane or in different

5ertical planes=

20 Tacheoetra" Tacheometry 6 principle 6 uses 6 types 6 stadia and tan-ential tacheometries

b" Stadia Tacheometry with staff held 5ertical and line of collimation horiontal or inclined 6ele5ations and distances of staff stations 6 determination of Tacheometric constants )Tachometric tables ) problems

c" Tan-ential Tachometry 6 uses 6

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TR#,S$+RT#TI+, E,.I,EERI,.

Subject Title ( Transportation En-ineerin-Subject Code ( CE)*+2Periods/Aeek ( +2Periods/Semester ( 32

TIME SC'E*ULE

S,o Ma3or Toic%,o of

eriod%5ei"hta"eof Mar6%

ShortTe

E%%aTe

, Introduction to $i-hwaysand Soil #echanics

0, ,. +0 +,

0 $i-hway Sur5eys andTraffic En-ineerin-

,+ 0 +, +0

$i-hway Constructionsand #aintenances

,0 0 +, +0

* Introduction to railwaysand Permanent way of&ailways

,+ , +, +,

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2 Station yards and#aintenance of &ailways +3 ,. +0 +,

. :rid-es@ Cul5erts andCause ways

,2 ,9 + +,

Total 32 ,,+ ,+ +1

+B:ECTIES


10 Under%tand the a%ic% of 'i"h

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0=* State the different data re;uired for the preparation of hi-hway project=0=2 Explain 5arious en-ineerin- sur5eys conducted to fix the ali-nment of a road=0=. State the importance of traffic census/traffic sur5eys=0=3 8ist 5arious traffic sur5eys conducted=0=1 Explain the followin- with neat sketches(

,= Traffic islands and0= Interchan-es=

0=9 State types of pa5ement markin-s with sketches=0=,+ State the functions of pa5ement markin-s with sketches0=,, State the purpose of traffic si-ns0=,0 State the functions of traffic si-ns with sketches=

80 Under%tand 'i"h

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= 7fflux@*= Dertical clearance@2= Scour depth@ and.=

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consistency tests " 6 :itumen roads)ifferent types 6 Surface dressin- 6interfacetreatments)seal coat@ tack coat@ prime coat@ premix 6

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C#* $R#CTICE

Subject Title ( C7 P&7CTICESubject Code ( CE ) *+.Periods/Aeek ( +.Periods/semester ( 9+

TIME SC'E*ULE


$eriod%

,= Introduction to Computer aided raftin-

+.

0= Practice on C7 software 0*

= Geometric Constructions ,2

*= Preparation of 0) drawin-s usin- C7Software

0,

2= Preparation of ) drawin-s usin- C7software

0*

Total 9+

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+B:ECTIES


10 Under%tand the iortance of Coter #ided *raftin" (C#*)

,=, State the applications and ad5anta-es of C7,=0 State the ad5anta-es of C7,= State the features of C7 as draftin- packa-e,=* State the hardware re;uirements to run C7

20 $ractice to %tart the C#* dra

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2=0 Practice Solid creation and Solid editin- options a5ailable in C7=2= Practice drawin- different solid objects=2=* Practice drawin- 5iews of pyramids and isolated column footin-=2=2 Practice drawin- Simple spread/wall foundation=2=. Practice drawin- sin-le/double roomed buildin- in =

S=N%= Experiment Title Hey Competency

,= Introduction to computer %pen/close 7uto C7 pro-ram

Bnderstands 7uto C7 Graphic Bser

Interface!GBI" and 5arious toolbars0 Practice on C7 software Practices the methods of selectin-/enterin-

commands

Sets the limits of the drawin-

8earns raw commands

8earns #odify commands

8earns Edit commands

8earns Diew commands

8earns $atch commands

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8earns imensionin- Commands

Geometric Constructions raws simple -eometrical shapes like circles@

tan-ents* Preparation of 0) drawin-s

usin- C7 Software raws 0) drawin-s

2 Preparation of ) drawin-s

usin- C7 software 8earns ) commands

raws simple ) elements

raws ) 5iews of Isolated Column footin-

raws ) 5iews of wall foundation

raws ) 5iews Sin-le roomed and double

roomed buildin- in

=E? coetencie% to e achie;ed the %tdent

C+URSE C+,TE,T

10 Introdction to coter aided draftin" (C#*)

a" Computer -raphicsb" efinition of C7c" 7pplications of C7d" 7d5anta-es of C7e" Introduction to C7 as draftin- packa-e

20 $ractice on C#*

a" Study of drawin- editor screen

b" 8ist the methods to access C7 commands=c" Practice of settin- up of drawin- area usin- utility commands@ and usin-

settin- commands=d" Practice entity draw commands=e" raw the -i5en -eometrical fi-ures usin- draw commands=f" Practice of #odify commands=-" Practice of construct commands=h" Practice of edit commandsi" Practice of 5iew commands=j" Practice of $atch commands=k" Practice of insert commands=l" imension the fi-ures usin- dimensionin- commands=m" Practice of Print/Plot commands

80 .eoetric Con%trction%

a" i5ide a line into number of se-ments=b" raw an external/internal common tan-ent for two -i5en circles of

same/different radii=c" raw external/internal arcs for two -i5en circles of same/different radii=d" Construct ellipse@ parabola@ hyperbola@ cycloid@ and helix=

40 $rearation of 2-* dra

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b" raw the ele5ation of fully paneled door@ partly -laed and partly paneleddoor/window shutter=

c" raw the section of a load bearin- wall=d" Prepare :uildin- rawin- 6 %ne roomed buildin- with site plan=e" Prepare :uildin- rawin- ) 0:$H buildin- with site plan=f" Prepare plan of primary school :uildin-=

-" Prepare Plan of &ural $ospital buildin-=h" Prepare a typical floor plan of 7partment consistin- G>2 floors=

90 $rearation of 8-* dra

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BUIL*I,. SERICES *R#5I,.

Subject Title ( :uildin- Ser5ices rawin-

Subject Code ( CE) *+3Periods / week ( +Periods / Semester ( *2

TIME SC'E*ULE

S,oMa3orToic%

$eriod%5ei"hta"eof Mar6%

Short#n%

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80 Lael the coonent art% in echanical connection%=, raw ,= Plan and 0= Cross section of a lift well and motor room sharin- the lift

machine accessories==0 raw ,= Plan and 0= Cross section of ductin- air conditionin- system for a

-i5en room== raw the typical layout of a solar water heatin- system=

C+URSE C+,TE,T

I0 $lin"

,=, Aater supply and sanitary connections to a toilet,=0 Aater supply and sanitary connections to a kitchen room,= Pipe 8ayout and network dia-ram for a motor room,=* Aater supply connections to a residential buildin-,=2 &ain water har5estin- pit

20 Electrical en"ineerin" dra

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C+MMU,IC#TI+, S=ILLS(Coon to all ranche%)

Subject title ( Communication skillsSubject code ( CE) *+1Periods / Aeek ( +Periods per semester ( *2

Introdction(In the context of -lobaliation @ competence in speakin- skills is the need of the hour The -apbetween the needs of the industry and the curriculum can be brid-ed by enablin- the studentsto hone their speakin- and listenin- skills= This course aims at pro5idin- opportunities forpracticin- speakin-=

+B:ECTIES&

On completion of the co!"e# the "t$ent "h&ll %e &%le to Stren-then their listenin- skills

Stren-then their speakin- skills

TIME SC'E*ULE

Sno= Topic PeriodsAei-hta-e of marks

!End Exam "Sessional

marksTotal

, 8istenin- I ,+ ,+

0 8istenin- II 0+

Introducin- oneself

2+ + 1+

* escribin- objects

2 escribin- e5ents

. &eportin- past incidents

3 Speakin- from obser5ation /readin-

1 K7# .

9 Group discussion .

,+ #ock inter5iews .,, #akin- presentations .

*2 .+ *+ ,++

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Coetencie% and 6e coetencie% to e achie;ed the %tdent

Toic TeacherF% intethodolo"

Stdent% coetence

8istenin- I8istenin- II

Pre) 8istenin- 6elicitin-@picturesAhile ) 8istenin-Post 68istenin- 6project @writin-

Identifyin- the main idea@Identifyin- specific details@Identifyin- parallel and contradictoryideasrawin- inferences@&easonin-

Introducin- oneself Hinds of introduction ))official/personal@ dynamic 5ocabulary@

:ody lan-ua-e@ #odelintroduction@ Bse of line ups

Bse of simple present tense@Se;uencin-@

7ppropriate 5ocabulary

&eportin- incidents Group work /pair work@Elicit@Bse of past tense@Student presentations

Bse of past tense@&ele5ant 5ocabulary

escribin- objects Docabulary @Bse of adjecti5es@GamesI spy@Group presentations

Bse of adjecti5es@imensions@ shapesCompare and contrast@se;uence

escribin- e5ents Group work/pair work

Bse of appropriate tense

Bse of appropriate tense@

se;uencin-&eportin- pastincidents

Bse of past tense@DocabularyStudent presentations

Bse of past tense @ se;uencin-

Speakin- fromobser5ation/readin-

Group work/pair work@&eadin- techni;ues @

Bse of past tense@Summarisin- @ e5aluatin-@comprehension

K7# Effecti5e techni;ues @Good be-innin- @ conclusion@tips@Bse of line ups

Docabulary@Se;uencin-@

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#akin-presentations

Student presentations Bsin- charts @ pictures@ interpretin- data@se;uencin-@PPTs

Communicati5e methodolo-y !C8T" should be used to create an interacti5e class= 7part fromthe su--estions -i5en teachers are free to inno5ate to use any acti5ity to impro5e the lan-ua-ecompetence of students = 7ttention can also be -i5en to impro5e the accent and intonation ofstudents=Note(O This subject is a theory subject=OO The workload should be calculated as theory workload=OOOExaminations in the subject will be treated as a practical one=

SURE?I,. III $R#CTICE

Subject Title ( SB&DE'ING 6 III P&7CTICESubject Code ( CE ) *+9Periods/Aeek ( +.Periods/semester ( 9+

TIME SC'E*ULE

+B:ECTIES


10 $erfor the oeration% %in" Theodolite

,=, etermine the $ei-ht and &educed 8e5el of an object whose base isaccessible=

,=0 etermine the $ei-ht and &educed 8e5el of an object whose base is

inaccessible= !%bject@ instrument stations are in the same 5ertical plane",= etermine constants LH and LC=


$eriod%

,=

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,=* etermine $oriontal istance and Ele5ation by principle of stadiaTacheometry=

20 Set% ot Sile cr;e0=,Bsin- Chain and Tape=0=0Bsin- %ne Theodolite=

0=Bsin- Two Theodolites=

80 /ield E>erci%e% %in" Total Station=,Study of component parts@ accessories and functions Total Station==0 Initialiation of Total Station o5er -round station and measure the distance

between two -i5en points==#easure area of -i5en field==*Conduct tra5ersin- sur5ey !closed Tra5erse"==2To find $ei-ht and width of an ele5ated object==. To determine the ele5ation of Instrument point by makin- obser5ation to

point with known ele5ation=

=3To measure multiple sets !rounds" of obser5ations==1 To perform a station setup on a known point by makin- obser5ations to

one or more back si-ht points==9 To establish the position of an occupied point relati5e to a base line or a

boundary line==,+ To mark or establish points@ 8ines and 7rcs on the -round==,, To mark Centre line of a buildin- on the -round==,0 8=S and C=S of proposed road/canal/pipe line on the -round==, Bnderstand post processin-=3.14 To plot contour map of an area usin- surfer software=

40 .loal o%itionin" %%te*=,Identifies the parts and the functions of Global Positionin- System=*=0etermines the Coordinates of 5arious points on the -round=*=8inkin- the G=P=S data with Total Station=

90 *i"itiGation of Ma%2=,Study the concept of di-itiation=2=0i-itiation of any -i5en contour map=5.3 i-itiation of -i5en Town map and creatin- different layers for roads@

railways@ water supply lines and draina-e lines etc=@

=E? coetencie% to e achie;ed the %tdent

S=N%= Experiment Title Hey Competency

,=

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b" Ex 0=0c" Ex 0=

Sets out a -i5en simple cur5e usin- one

Theodolite

Sets out a -i5en simple cur5e usin- Two

Theodolite

=

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c" Ex2= i-ities -i5en Town map and creatin-

different layers for roads@ railways@ watersupply lines and draina-e lines etc=@

C+URSE C+,TE,T

10 /ield E>erci%e% %in" Theodolitea" etermination of $ei-ht and &educed 8e5el of Top and :ottom of

7ccessible %bject=b" etermination of istance and Ele5ation of an inaccessible object

in5ol5in- two instrument stations=c" etermination of Constants of Tacheometer=d" etermination of $oriontal distance and ele5ation by stadia Tacheometry=

20 Settin" ot cr;e%a" Settin- out a simple cur5e by chain and tape method=

b" Settin- out a simple cur5e by one Theodolite and two Theodolite methods=

80 /ield E>erci%e% %in" Total Stationa" Study of the Total Station e;uipment=b" Station setup and measurin- distance=c" #easurement of area=d" Tra5ersin- with total station=e" $ei-ht and width of the ele5ated object=f" %rientation of Total Station by resection method=-" Establishin- T=:=# by Station Ele5ation #ethod=

h" #easure rounds !multiple sets of obser5ations on a sin-le station"=i" Station setup plus=j" &efline=k" Stakin- out a point@ line and an arc=l" #arkin- of the centre line for proposed residential buildin-=m" 8=S and C=S of a proposed road/Canal/pipeline=n" Contourin-=o" Post processin-=

40 .loal o%itionin" %%tea" 7pplications of Global Positionin- Systemb" Parts and the functions of G=P=S=c"

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Documents

C-14 DCE-IV SEM