[01]radial bearing distanceapi.ning.com/.../casiousermenual.pdf · [03]pt to pt easting northing...
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[01]RADIAL BEARING DISTANCEINTRODUCTION:-Its calculate the Bearing and Distance from a station to other points.No need to re-enter the station coordinates second time it will ask only pointco-ordinates.
INPUT:-
OUTPUT:-
-:DIAGRAM:-
Station
Point
Point
Point
Point
Point
BEARING=DISTANCE=
STATION EASTING?STATION NORTHING?POINT EASTING?POINT NORTHING?
[02]RADIAL EASTING NORTHINGINTRODUCTION:-
INPUT:-
OUTPUT:-
-:DIAGRAM:-
Station
Point
Point
Point
Point
Point
INPUT:-
OUTPUT:-EASTING=NORTHING=
STATION EASTING?STATION NORTHING?POINT BEARING?POINT DISTANCE?
Its calculate the Easting and Northing from a station to other points.No need to re-enter the station coordinates second time it will ask only pointco-ordinates.
[03]PT TO PT EASTING NORTHINGINTRODUCTION:-
INPUT:-
OUTPUT:-EASTING=NORTHING=
STATION EASTING?STATION NORTHING?POINT BEARING?POINT DISTANCE?
Its calculate the Easting and Northing from point to point .First time enter point 1 coordinate and bearing distance to point2 its give thepoint2 E,N second time point2 to point3 bearing and distance its will calculatepoint3 coordinates same continue 4,5,6,........
Point=2
Point=3
Point=4
Point=1
-:DIAGRAM:-
[04]PT TO PT BEARING DISTANCE
-:DIAGRAM:-
INTRODUCTION:-
INPUT:-
OUTPUT:-BEARING=DISTANCE=
STATION EASTING?STATION NORTHING?POINT EASTING?POINT NORTHING?
Its calculate the Baring and Distance from point to point .First time enter coordinate of point1 and point2 its give the Bearing andDistance from point1 to point2 next enter the point3 Easting & Northing its willcalculate the bearing and distance from point 2 to point3 same continue 4,5,6,....
Point=2
Point=3
Point=4
Point=1
-:DIAGRAM:-
[05]REF LINE EASTING NORTHING
-:DIAGRAM:-
INTRODUCTION:-
INPUT:-
OUTPUT:-EASTING=NORTHING=
START EASTING?START NORTHING?END EASTING?END NORTHING?DISTANCE [+ -]?OFFSET [+ -]?
Its calculate the Easting& Northing of a point from reference line with thedistance and offset if point is right side from ref line then enter offset (+) value ifoffset is on the left side from ref line then offset value (-) if point behind the startpoint then enter distance (-) if forward then distance (+)
Start
End
Point
Point
+OFFSET+DISTANCE
+DISTANCE
- OFFSET
- DISTANCE
[06]REF LINE DISTANCE OFFSET
-:DIAGRAM:-
INTRODUCTION:-
INPUT:-
OUTPUT:-OFFSET=DISTANCE=
START EASTING?START NORTHING?END EASTING?END NORTHING?OBS EASTING?OBS NORTHING?
Its calculate the Distance & Offset of a point from reference line with the withobserve coordinates if point is right side from ref line then offset value (+) ifpoint is on the left side from ref line then offset value (-) if point behind the startpoint then distance (-) if forward then distance (+)
Start
End
Point
Point
+OFFSET+DISTANCE
+DISTANCE
- OFFSET
- DISTANCE
Point
[07] CROSS PT EASTING NORTHING
-:DIAGRAM:-Point 3
Point 1
Point 4
Point 2
INTRODUCTION:-
INPUT:-
OUTPUT:-EASTING=NORTHING=
POINT 1 EASTING?POINT 1 NORTHING?POINT 2 EASTING?POINT 2 NORTHING?POINT 3 EASTING?POINT 3 NORTHING?POINT 4 EASTING?POINT 4 NORTHING?
Its calculate the Easting & Northing of Cross point of two lines follow the diagramsequence for input data
Cross Point
[08] 3PT TO CIRCLE CENTER E,N
-:DIAGRAM:-
Point 2
Point 1
Point 3
INTRODUCTION:-
INPUT:-
OUTPUT:-EASTING=NORTHING=Radius=
POINT 1 EASTING?POINT 1 NORTHING?POINT 2 EASTING?POINT 2 NORTHING?POINT 3 EASTING?POINT 3 NORTHING?
Its calculate the Easting & Northing of Center of Circle and Radius with theEasting and Northing on perimeter line follow the Diagram sequence
CENTERPOINT
RADIUS
[09] SLOPE BY ELEVATION
-:DIAGRAM:-
START
END
INTRODUCTION:-
INPUT:-
OUTPUT:-REQ ELEVATION=
START CHAINAGE?START ELEVATION?END CHAINAGE?END ELEVATION?REQ CHAINAGE?
Its calculate the elevation on slope line with the help of start and end (ChainageElevation
REQUIREDPOINT
[10]SLOPE BY %
-:DIAGRAM:-
Point
Point
INTRODUCTION:-
INPUT:-
OUTPUT:-REQ ELEVATION=
START CHAINAGE?START ELEVATION?SLOPE %?REQ CHAINAGE?
Its calculate the elevation on slope line with the help of start (Chainage Elevation)and Slope %
REQUIREDPOINT
[11] INTERSECTION BY E,N
-:DIAGRAM:-
STATION 1 STATION 2
INTERSECTION
Point 1 Point 2
INTRODUCTION:-
INPUT:-
OUTPUT:-INTERSEC.. EASTING=INTERSEC.. NORTHING=
STATION 1 EASTING?STATION 1 NORTHING?STATION 2 EASTING?STATION 2 NORTHING?POINT 1 EASTING?POINT 1 NORTHING?POINT 2 EASTING?POINT 2 NORTHING?
Its calculate the Intersection Easting & Northing from base Stations andReference points Easting Northing
[12] INTERSECTION BY DISTANCE
-:DIAGRAM:-
STATION 1 STATION 2
INTERSECTION
DISTA
NCE 1
DISTANCE 2
INTRODUCTION:-
INPUT:-
OUTPUT:-INTERSEC.. EASTING=INTERSEC.. NORTHING=
STATION 1 EASTING?STATION 1 NORTHING?STATION 2 EASTING?STATION 2 NORTHING?DISTANCE FROM 1?DISTANCE FROM 2?
Its calculate the Intersection Easting & Northing from base Stations EastingNorthing and Distance from Stations
[13] INTERSECTION BY BEARINGS
-:DIAGRAM:-
STATION 1 STATION 2
INTERSECTION
North North
INTRODUCTION:-
INPUT:-
OUTPUT:-INTERSEC.. EASTING=INTERSEC.. NORTHING=
STATION 1 EASTING?STATION 1 NORTHING?STATION 2 EASTING?STATION 2 NORTHING?DISTANCE FROM 1?DISTANCE FROM 2?
Its calculate the Intersection Easting & Northing from base Stations EastingNorthing and whole circle Bearings from Stations
BEARIN
G 1BEARING 2
[14] INTERSECTION BY ANGLES
-:DIAGRAM:-
STATION 1 STATION 2
INTERSECTION
ANGLE 1 ANGLE 2
INTRODUCTION:-
INPUT:-
OUTPUT:-INTERSEC.. EASTING=INTERSEC.. NORTHING=
STATION 1 EASTING?STATION 1 NORTHING?STATION 2 EASTING?STATION 2 NORTHING?DISTANCE FROM 1?DISTANCE FROM 2?
Its calculate the Intersection Easting & Northing from base Stations EastingNorthing and internal angles from Stations
[15] SIMPLE CURVE
-:DIAGRAM:-
B.C E.C
INTRODUCTION:-
INPUT:-
OUTPUT:-EASTING=NORTHING=
B.C EASTING?B.C NORTHING?E.C EASTING?E.C NORTHING?RADIUS?DIRECTION? [1]RIGHT [2]LEFTOFFSET? IF More then zero then [1]RIGHT [2]LEFT
Its calculate the Simple Horizontal Curve elements and Easting Northing atRequired Chainage and Offset
Radius
Its for Right Direction Curve if CurveDirection is Left Then Offset will be Opposite
ELEMENTS:-LONG CORD=TANGENT LENGTH=CURVE LENGTH=MID ORDINATE=APEX=RISE=DEFLECTION ANGLE=
Left Offset
Right O
ffset
[17] VERTICAL CURVE
-:DIAGRAM:-
PVC
PVI
GRAD 1%GRAD 2%
PVT
CURVE LENGTH
INTRODUCTION:-
INPUT:- OUTPUT:-PVC CHAINAGE=PVC ELEVATION=PVT CHAINAGE=PVT ELEVATION=REQ ELEVATION
PVI CHAINAGE?PVI ELEVATION?GRAD 1%?GRAD 2%?CURVE LENGTH?REQ CHAINAGE?
Its calculate the Elevation at required chainage on Vertical Curve
[18]2PT RESECTION
-:DIAGRAM:-
Point 1Point 2
Station
DISTA
NCE TO 2DISTANCE TO 1
INTRODUCTION:-
INPUT:-
OUTPUT:-EASTING=NORTHING=
POINT 1 EASTING?POINT 1 NORTHING?POINT 2 EASTING?POINT 2 NORTHING?DISTANCE TO 1?DISTANCE TO 2?
Its calculate the Easting&Northing of Station with reference of Distance andPoints Coordinates make sure when you are making Resection internal anglebetween points and station always less the 180 Degree follow the Diagramsequance
[19]3PT ANGULAR RESECTION
-:DIAGRAM:-
Point 1
Point 2
Point 3
STATION
OBSERVE ANGLE 1
INTRODUCTION:-
INPUT:-POINT 1 EASTING?POINT 1 NORTHING?POINT 2 EASTING?POINT 2 NORTHING?POINT 3 EASTING?POINT 3 NORTHING?OBS ANGLE 1?OBS ANGLE 2?OBS ANGLE 3?
Its calculate the Easting and Northing of Station with the angles follow theDiagram sequance
OBS
ERVE
AN
GLE
2
OBSERVE ANGLE 3
OUTPUT:-EASTING=NORTHING=
[20]3PT DISTANCE RESECTION
-:DIAGRAM:-
INTRODUCTION:-
Point 1
Point 2
Point 3
STATION
DISTANCE 1
DIS
TAN
CE
2
DISTANCE 3
INPUT:-POINT 1 EASTING?POINT 1 NORTHING?POINT 2 EASTING?POINT 2 NORTHING?POINT 3 EASTING?POINT 3 NORTHING?DISTANCE 1?DISTANCE 2?DISTANCE 3?
Its calculate the Easting and Northing of Station with the Distances follow theDiagram sequence
OUTPUT:-EASTING=NORTHING=
[21]TRIANGLES
-:DIAGRAM:-
A
C
B
SIDE ASIDE B
SIDE C
Point
Point
Point
ANGLE C
ANGLE A ANGLE B
INTRODUCTION:-
INPUT:-SIDE A?SIDE B?SIDE C?ANGLE A?ANGLE B?ANGLE C?
Its calculate the Sides and Angles of triangles with diffrent data
OUTPUT:-SIDE A=SIDE B=SIDE C=ANGLE A=ANGLE B=ANGLE C=HIGHT=AREA =