Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- COMPLETE THE CHART: BEARING N. 10° 20' 30" E. S. 73° 45' 13" E. AZIMUTH 276° 12' 07" 196° 15' 12" 202° 17' 45"arrow_forwardWhat error results on a 30-m sight with a level if the rod reading is 1.505 m but the top of the 4 m rod is 0.3 m out of plumb?arrow_forwardThe 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_forward
- 5.) 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_forward4. What is the interior angle at A? This is angle CAB - note that this angle is an angle to the right of clockwise. A N88°50'20"E N27°13′19″W S24°40′13″W Barrow_forward
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