Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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If a plus sight of 1.097m is taken on BM A, elevation 305.348m, and a minus sight of 0.832m is read on point X, calculate the HI and the elevation of point X.
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- The bearing to the backsight is N65°E. The turning (horizontal) angle to a topographic shot is 173°. What is the bearing to said topographic shot? S72°E S18°W S32°E S58°Warrow_forwardA BS of 5.43 ?? is taken on a level rod at a distance of 120 ??, and a FS of 8.76 ft is taken on the rod held 1,100 ?? away. a. What is the error caused by the Earth’s curvature and atmospheric refraction for the BS and FS? b. What are the correct BS and FS elevations?arrow_forward5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point C and is used to determine a distance of 1783.32 feet to point A (side CA), and 301.62 feet to point B (side CB). If the interior angle at point C is determined to be 121°02'15", what is the distance of side AB?arrow_forward
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