fw2_ce121.docx
TRANSCRIPT
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
Table of contents
Introduction --------------------------------------------------------------2Objectives and instruments ---------------------------------------------- 3
Procedure and Computation --------------------------------------------4
Preliminary data sheet ----------------------------------------------------5 Final data sheet -------------------------------------------------------------7
Pictures ----------------------------------------------------------------------
!esearch and discussions ------------------------------------------------"#
Conclusion -------------------------------------------------------------------"2
Introduction
"
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
Occasions arise on location $here the use o% o&sets %rom the semi-tan'entsto intermediate points on a circular curve are mandatory( )he accuracy o%points set by o&sets is dependent upon the method used in settin' them*and the practice o% placin' curve points by linin' in sta+es by eye andturnin' o% ri'ht-an'les by hand methods is unsatis%actory( ,ven thou'h
tan'ent o&sets are used* the eld notes %or the curve should be completedsho$in' the de.ections in the normal manner(
)he tan'ent o&set method is used to establish the points by directlymeasurin' %rom the bac+ or %or$ard tan'ent( I% desired* this can be doneaccurately $ith only a chain* thus eliminatin' the need to measure thean'les(
Instead o% measurin' an'les and distances alon' the arc o% the curve li+e $ehave done on our eld $or+ "* the tan'ent o&set method establishes the
desired stations $ith a direct measurement at a ri'ht an'le %rom the curve/stan'ents(
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
Objectives:
"( )o be able to lay a simple curve by usin' the tape alone(
Instruments:
Tape
0sed to measure hori1ontal
distances as $ell as slopes( 0suallyin 3#m* 5#m or "##m in len'th(
Chalk so%t* $hite* porous sedimentarycarbonate roc+* a %orm o%limestone composed o% the mineralcalcite(
2 range poles
trai'ht round stal+s* 3 to 4 cm thic+and about 2 m lon'( )hey are madeo% $ood or metal( )hey are used tomar+ areas and to set out strai'ht lineson the eld( )hey are also used to mar+points $hich must be seen %rom adistance* in $hich case a .a' may beattached to improve the visibility (
Procedures:
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
"( )he pro%essor 'ives the %ollo$in' dataI 6 ! 6tation PC pre%erably not on %ull station8dopt Full Chord len'th o%
2( )he pro%essor assi'ns the location o% PC in the eld* to'ether $ith thedirection o% the bac+$ard tan'ent( 9ote :e very care%ul in assi'nin'the location o% station PC and direction o% the bac+$ard tan'ent so thatthe curve $ill not be obstructed by any lar'e permanent structure(8
3( )he students3("( Compute the cental incremental an'le o% the simple curve
assi'ned* ; c and ta P)(3(2( Compute the incremental tan'ent o&set distances < and y
o% each intermediate stations be%ore 'oin' to the eld(3(3( Compute the rst o&set distances < and y usin' the
%ormula
)he tan'ent o&set distance < " must be solved usin' x 1 = c 1 cos ( d1
2)
)he tan'ent o&set distance y " must be solved usin' y1 = c 1 sin (d 12
)
3(4( Compute the second o&set distances < and y usin' the%ormula
)he tan'ent o&set distance < 2 must be solved usin' x2 = c cos (d 1 + D
2)
)he tan'ent o&set distance y 2 must be solved usin' y2 = c sin (d 1 + D
2)
3(5( Compute the succeedin' o&set distances < and y usin' the%ormula
)he tan'ent o&set distance < 3 must be solved usin' x3 = c cos ( D + D
2)
or x 3 = c cos ( D )
)he tan'ent o&set distance y 3 must be solved usin' y3 = c sin ( D + D
2)
or x 3 = c sin ( D )3(=( Compute the last o&set distances < and y usin' the %ormula
)he tan'ent o&set distance < n must be solved usin' xn= c cos (
d2 + D2
)
)he tan'ent o&set distance y n must be solved usin' yn= c sin (d 2 + D
2)
"(7( ;ay the curve in the eld startin' in the position o% the PC( )he process e
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
4("( )he %ront tapeman should hold the # mar+ o% the tape atstation PC(
4(2( )he tan'ent o&set tapeman man at station /8 should holdand locate the len'th < " mar+* and loop the tape and holdalso the neetermine the percenta'e o% error bu usin' the %ormula
error =|computed long chord length measured longchord lengthcomputed long chord length |
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
=
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
inal !ata "heetield #or$ % Laying of "imple &urve by 'sing the Tape
lone (Incremental &hord and TangentO set ethod)>ate Oct "3* 2#"5 ?roup 9o( 4
)ime "2 ##pm ;ocation ;uneta Par+@eather Cloudy Pro%essor ,n'r( Ira :almoris
( >ata uppliedI =5A ! B#mtation o% the PC 2 2Bdopt Full Chord ;en'th o% 2# m
) )IO9 CDO!> C,9)! ;9?;,OFF ,) >I ) 9C,
OCC0PI,> O: ,!E,> G
PC "2 #A 4B/4"(B H
"2 #("7
: 2# "4A 25/=(22H " (37 4( B
: C 2#
"4A 2"/
2#(B3H " (3B 4( =C > 2# "5A 52/
"4(3H" (24 5(47
> , 2# "5A 52/"4(3H
" (24 5(47
, P) "B(7= "5A 52/2=(="H "B(#4 5("3
Computed ;en'th o% the Chord B5( 7 mctual ;en'th o% the Chord not applicable
:( Computation
ComputedC 1 = (29 +940 ) (29 +928 )= 12 m
C 2 : Lc= (65 ) (80 )( 180 )= 90.737 PT = (29 +940 )+(0 +090.757 )= 30 +018.76C 2 = 18.76
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Laying of a simple curve by using the tape alone(Incremental chord and tangent o set method)
easured
C 1 = 12.93 mC = 24.53 24.34 = 20.57 mC = 24.53 24.34 = 20.19 mC
=46.36
24.71
=21.65 m
C = 42.82 24.71 = 21.11 mC 2 = 41.36 23.17 = 18.19 m
x 1 = 12cos 14.47
17.4= 12 m y1 = 12 sin
14.47
17.4= 0.17 m
x 2 = 20 cos14.47 +14.36
2
= 19.36 m y2 = 20sin 14.47 +14.36
2
= 4.98 m
x 3 = 20 cos 14.36 +14.36
2= 19.38 m y3 = 20sin
14.36 +14.362
= 4.96 m
x 4 = 20 cos 17.4 +14.36
2= 19.24 m y 4 = 20 sin
17.4 +14.362
= 5.47 m
x 5 = 20 cos 17.4 +14.36
2= 19.24 m y5 = 20sin
17.4 +14.362
= 5.47 m
x 6 = 18.76 cos 17.4 +14.36
2= 18.04 m y6 = 18.76 sin
17.4 +14.362
= 5.13 m
PC PT = 114.66 m
B
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110.76 114.66 110.76
100 = 3.52
error =
Pictures:
easurin' the o&set o%Point to bac+ tan'ent(
;ay outin' station : bymaintainin' a ri'htan'le %rom station havin' :/ as the ri'htan'le(
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;ay outin' station Cusin' station : as 'uide(
*esearch and!iscussions
&onclusion: