In order to carry out tacheometric surveying, following observations were taken through a tacheometer set up at station P at a height 1.235m. Compute the horizontal distance of S from P and reduced level of station at S if R.L. of station P is 262.575m Staff held Vertical at Horizontal distance from P Angle of Elevation Staff Reading (m) (m) 100 1.01 0° Q R 0° 5° 24' 40" 200 2.03 3.465, 2.27, 1.280 K 20 2.03m 1.01m

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Pressure and Stress