Use the field notes to calculate the latitude from Point LUC-1 to point Crunch. Elevation of Point LUC-1: 298.78 ft. Instrument at Point LUC-1 (HI = 5.35) Backsight = Point Panther Backsight bearing from Point LUC-1 to Point Panther in DMS: N 82-14-09 W HAR to Point Crunch in DMS: 23-25-56 Slope distance from Point LUC-1 to Point Crunch: 147.78 ft. VA from Point LUC-1 to Point Crunch in DMS: +3-07-51 (HR = 4.29 ft.) +76.43 +126.22 +126.41 +76.54
Use the field notes to calculate the latitude from Point LUC-1 to point Crunch. Elevation of Point LUC-1: 298.78 ft. Instrument at Point LUC-1 (HI = 5.35) Backsight = Point Panther Backsight bearing from Point LUC-1 to Point Panther in DMS: N 82-14-09 W HAR to Point Crunch in DMS: 23-25-56 Slope distance from Point LUC-1 to Point Crunch: 147.78 ft. VA from Point LUC-1 to Point Crunch in DMS: +3-07-51 (HR = 4.29 ft.) +76.43 +126.22 +126.41 +76.54
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Use the field notes to calculate the latitude from Point LUC-1 to point Crunch.
Elevation of Point LUC-1: 298.78 ft.
Instrument at Point LUC-1 (HI = 5.35)
Backsight = Point Panther
Backsight bearing from Point LUC-1 to Point Panther in DMS: N 82-14-09 W
HAR to Point Crunch in DMS: 23-25-56
Slope distance from Point LUC-1 to Point Crunch: 147.78 ft.
VA from Point LUC-1 to Point Crunch in DMS: +3-07-51 (HR = 4.29 ft.)
+76.43
+126.22
+126.41
O +76.54
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