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A= 53 A 80° 32' 16 608.32 ft B Based on the bearing-bearing method, the coordinates for point C are most nearly A- 315 4 008 3 4 00E N E 200 ft N 200 ft

A= 53 A 80° 32' 16 608.32 ft B Based on the bearing-bearing method, the coordinates for point C are most nearly A- 315 4 008 3 4 00E N E 200 ft N 200 ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hello can you please solve by using laws of sine and cosine, please show step by step on a picture. This is for my land survey class.

PLEASE JUST POST THE PICTURE OF YOUR WORK SHOWING STEP BY STEP.

C A = 53° A 80° 32' 16" 608.32 ft Based on the bearing-bearing method, the coordinates for point C are most nearly (A) N = 450.2 ft; E 540.4 ft (B) N = 475.1 ft; E = 502.8 ft (C) N = 490.5 ft; E = 612.5 ft (D) N = 500.8 ft; E = 599.2 ft Calculations Plane Survey A = 315° N 200 ft E 200 ft N 300 ft E 800 ft
Transcribed Image Text:C A = 53° A 80° 32' 16" 608.32 ft Based on the bearing-bearing method, the coordinates for point C are most nearly (A) N = 450.2 ft; E 540.4 ft (B) N = 475.1 ft; E = 502.8 ft (C) N = 490.5 ft; E = 612.5 ft (D) N = 500.8 ft; E = 599.2 ft Calculations Plane Survey A = 315° N 200 ft E 200 ft N 300 ft E 800 ft
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