PROBLEM NO.06. A trigonometric levelling conducted by Mat. Geo Pezyn surveying company. The two points A and B of a certain rough terrain are each distance 2000m from a point C form which the measured vertical angles to A is +3 deg. 30 min. and to B +1 deg. 30 min. Elevation C is known to be 346.16 m above sea level point C is in between A and B. A. Compute the difference in elevation between A and B considering the effect of the earth's curvature and refraction. * 72.96 M 69.96M 67.96 M 66.96 M B. Compute the difference in elevation between B and C.

Structural Analysis
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PROBLEM NO.06. A trigonometric levelling conducted by Mat. Geo Pezyn
surveying company. The two points A and B of a certain rough terrain are each
distance 2000m from a point C form which the measured vertical angles to A is
+3 deg. 30 min. and to B +1 deg. 30 min. Elevation C is known to be 346.16 m
above sea level point C is in between A and B.
A. Compute the difference in elevation between A and B considering the effect
of the earth's curvature and refraction. *
O72.96 M
69.96M
O67.96 M
O 66.96 M
B. Compute the difference in elevation between B and C. *
Transcribed Image Text:PROBLEM NO.06. A trigonometric levelling conducted by Mat. Geo Pezyn surveying company. The two points A and B of a certain rough terrain are each distance 2000m from a point C form which the measured vertical angles to A is +3 deg. 30 min. and to B +1 deg. 30 min. Elevation C is known to be 346.16 m above sea level point C is in between A and B. A. Compute the difference in elevation between A and B considering the effect of the earth's curvature and refraction. * O72.96 M 69.96M O67.96 M O 66.96 M B. Compute the difference in elevation between B and C. *
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