b. A tacheometer was set up at B.M and the following observations were made with a leveling staff held vertically at P and Q. Ins: Station Staff Station Vertical Angle | Hair Readings Bearings Remarks В.М P +10° 00' 1.050, 1.103, 1.156 | 40° R.L of B.M = Q -15° 00' 0.952, 1.055, 1.158 | 140° 1958.500 ft The constant of instrument (f/i) = 100, Height of instrument = 5.15 ft Compute: a) The horizontal distance between P and Q b) Reduced Levels of P and Q c) Grade between P and Q

b. A tacheometer was set up at B.M and the following observations were made with a leveling staff held vertically at P and Q. Ins: Station Staff Station Vertical Angle | Hair Readings Bearings Remarks В.М P +10° 00' 1.050, 1.103, 1.156 | 40° R.L of B.M = Q -15° 00' 0.952, 1.055, 1.158 | 140° 1958.500 ft The constant of instrument (f/i) = 100, Height of instrument = 5.15 ft Compute: a) The horizontal distance between P and Q b) Reduced Levels of P and Q c) Grade between P and Q

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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