BASIC Surveying |
Common terms and phrases
100 PRINT PROGRAM 140 SET DEGREES 160 PRINT ENTER ADJUSTED ANGLES ALTITUDE angle conditions APEX DISTANCE BASIC surveying BASIC CATENARY centre line centreline pegs chainage circular curve CORRECTION DUE cross-sections datum points deflection angle END AREAS entry straight Equation Example Figure FORMATION WIDTH GOSUB I₁ INIT 140 SET INPUT INT M(1 INTERSECTION ANGLE line number LONG CHORDS MINS MISCLOSURE NORTHINGS Number of angle number of conditions Number of side observed angles partial coordinates PRINT 34 PRINT ENTER DEGREES PRINT ENTER EASTINGS PRINT ENTER NUMBER prismoidal correction PROGRAM DETERMINES R₁ radians radius Ray trace rectangular coordinates refractive index REM THIS PROGRAM SECS SECTION SET DEGREES 150 side conditions SIDE SLOPES SIDE WIDTH sight distance Solution statement STOP SUBCHORD SUM OF ANGLES superelevation surveying BASIC surveying T₁ T₂ TANGENT POINT tape terrain Total number transition curve traverse triangle variable VERTICAL ANGLE VOLUME