Đist Cm) Obseved Inberor Angle Sta Sta Occ Mean Đist. Conection Adgusted Inteior Obs Direct Reversed Mean Angle 11-55 12.375 l08'22' 102°571 103°3' 30" A -19'12" 102° 50'18" 13.20 A 13.20 1 5-31 88 14' 88°14' 88°1y' -19'12"87°gu48" 17.42 B 17:42 13.71 113°36' 112°481 113°12' -19'12" 112°5248" D 10.00 10.00 155 18' 11.95 156°06' I54°31 -19'12 "Isy°59'18" 30" 13.90 13.90 E 12.7 81°42! 81° 42'81°42' F19'2" |81°22' 48" A 11.55 Z =541°36' Z 540° Length, Calculated Вearing 167°10' LATITUDE DEPARTURE LINE m +N -S +E -W АВ ВС CD DE EA A
Đist Cm) Obseved Inberor Angle Sta Sta Occ Mean Đist. Conection Adgusted Inteior Obs Direct Reversed Mean Angle 11-55 12.375 l08'22' 102°571 103°3' 30" A -19'12" 102° 50'18" 13.20 A 13.20 1 5-31 88 14' 88°14' 88°1y' -19'12"87°gu48" 17.42 B 17:42 13.71 113°36' 112°481 113°12' -19'12" 112°5248" D 10.00 10.00 155 18' 11.95 156°06' I54°31 -19'12 "Isy°59'18" 30" 13.90 13.90 E 12.7 81°42! 81° 42'81°42' F19'2" |81°22' 48" A 11.55 Z =541°36' Z 540° Length, Calculated Вearing 167°10' LATITUDE DEPARTURE LINE m +N -S +E -W АВ ВС CD DE EA A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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solve for the 2nd table using the above values and bearing of AB. Also, draw the illustration for better understanding. PROVIDE DETAILED SOLUTIONS AND CORRECT ANSWERS. DO DOUBLE-CHECKING TO ENSURE THE BEARINGS ARE CORRECT.
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