3. DEFLECTION ANGLES TRAVERSE. Given the following traverse sketches: -N68 15'E N78 55'w $56°42'W S81*47'w N76 05E 59*00' 3 233*00' 314 00' 315°00' 253°00' Note: In the third sketch the indicated azimuths are measured from south. Determine tabulate values accordingly. the deflection angles for each traverse and NI2 25'E S32 03'E S13 od'w $46*17'E N23 28'E

3. DEFLECTION ANGLES TRAVERSE. Given the following traverse sketches: -N68 15'E N78 55'w $56°42'W S8147'w N76 05E 5900' 3 23300' 314 00' 315°00' 253°00' Note: In the third sketch the indicated azimuths are measured from south. Determine tabulate values accordingly. the deflection angles for each traverse and NI2 25'E S32 03'E S13 od'w $4617'E N23 28'E

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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A closed field traverse has the following lengthsAB = 636.45; BC = 654.49; CD = 382.85; and DA = 512.77.The interior angles are as follows (measured as angles to the right):A = 81º 23'; B = 72º 33'; C = 89º 40'; and D =116º 24'.The bearing of AB is S 33º 19' W and the side BC is in theSE quadrant.a) Which is the bearing of line CD? b) Which is the bearing of line BC?c) Which nearly gives the value of LEC?
: Determine the graph and conversion of the following angles.1. Convert the following azimuth 190º15.40'45” to heading.2. Graphic 66º7´9”3. Convert the following heading S 74º9'30” W to azimuth.4. Convert the following azimuth 200º46´7.12” to heading.5. Graph 245º52´14”
Solve for the missing measurements (Bearings of line BC and DE) given the data for a closed traverse. Line Length Bearing AB 529.6 N 48° 20' E BC 592 ? CD 563.6 S 7° 59' E DE 753.4 ? EA 428.2 N 48° 12' W
Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the interior angles A, B, C, D, and E. Line Bearing AB N 80°29’ E BC N 39°55’ W CD S 88°04’ W DE S 56°07’ W EA S 61°17’ E * Sum of Interior Angle = (s – 2)180° * Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank you so much.)
Measurement of three horizontal angles about point P: are APB= 12°31'50'' BPC= 37°29'20'', and CPD= 47°36'30''. If the measurement of the single angle APD is 97°37'00'', determine the most probable values of the angles.
The following are the observed data for an open compass traverse.Determine the adjusted bearing of line FG.Line LengthObserved BearingForward BackwardAB 452.50 m S 40°25’ W N 40°30’ EBC 405.65 m S 55°40’ W N 55°50’ ECD 495.08 m N 36°15’ W S 35°55’ EDE 284.15 m N 73°10’ W S 73°30’ EEF 367.29 m S 44°45’ W N 44°45’ EFG 217.73 m S 20°30’ E N 21°00’ W Group of answer choicesS 20°30’ WN 20°30’ ES 21°00’ EN 20°30’ W Determine the adjusted bearing of line CD.Group of answer choicesN 36°51’ WS 36°15’ EN 36°15’ ES 36°15’ W Determine the adjusted bearing of line BC.Group of answer choicesN 55°40’ ES 54°50’ WS 55°50’ WS 45°40’ W
The following are the observed data for an open compass traverse.Determine the adjusted bearing of line FG.Line LengthObserved BearingForward BackwardAB 452.50 m S 40°25’ W N 40°30’ EBC 405.65 m S 55°40’ W N 55°50’ ECD 495.08 m N 36°15’ W S 35°55’ EDE 284.15 m N 73°10’ W S 73°30’ EEF 367.29 m S 44°45’ W N 44°45’ EFG 217.73 m S 20°30’ E N 21°00’ W
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) THE ANSWER HERE IS Azimuth EA=149.300278 NEEDED TO ANSWER it is connected to problem 1: Compute the relative precision for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.) Round off the denominator to two decimal places.
1Q is 18 7T is 72
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) NEEDED ANS: Compute the relative precision for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.) Round off the denominator to two decimal places.
Convert and illustrate the following bearings into equivalent azimuths: a)AB N70°50’W b) BC S228°25’W c) CD N135°17’E d) DE S120°29’E e) EF Due West
Convert the following to azimuth: N64°21’18’’WS45°26’42’’ES79°42’16’’W