Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- S1arrow_forwardCompass.surveyarrow_forwardBearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line. The Length of Line EA. The Bearing of Line EA. Plot the Traverse. Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. Note: Please be accurate in providing solution. Thank you so much.arrow_forward
- 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.)arrow_forwardHI! HELP ME PLEASE. TYSMarrow_forwardSurvey , compass..arrow_forward
- Compute the azimuth from north of line CD. Azimuth AB=105° 26'32"; angles to the right ABC-50°54'26", BCD=35° 36'38" (Azimuth of AB is also from north.) 191°57'36" O 192°37'46" 191°25'34 191°37'46" Submit Request Answerarrow_forwardLoop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30" E emaining 14 15 O 540° 0' 30" S What is the bearing of line CD? O N 73° 36' 15" W N 64° 21' 15" W 0000 $ 9° 15' 30" E N 206⁰ 35' 15" W 2/ 1 For the loop traverse shown, assume the following sum of latitudes = -0.62 ft sum of departures = 1.1 ft What is the error of closure of the traverse? 1.35 ft 1.32 ft 1.26 ft 1.25 ft Returnarrow_forwardAZIMUTH/BEARING OF LINE AB = S37W please answer the blank tables below and show computation. include also the plot.arrow_forward
- From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH DISTANCES A-B 225°00' 1200 m В-с 346°00 1400 m С -А Compute the azimuthof the missing side. (Format: 000dego0min) 00- numerical values * LINES AZIMUTH DISTANCES А-В 225°00' 1200 m В-с 346°00 1400 m С -А -- -..arrow_forwardLocate the centroid y of the area.arrow_forwardPLEASE, NEED COMPLETE SOLUTION. THANK YOU! <3arrow_forward
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