correction Station Station Distance (m) 11.55 Adjusted interior angle 103°22'| 102°57' | 103° 9' 30"|-0°19'12" | 102° 50' 18" Observed interior angle Reversed осс obs Direct Mean B 13.20 B A 13.20 88°14' 88°14' 88° 14' -0°19'12" | 87° 54' 48" 17.42 B 17.42 113°36' 112°48' 113° 12' -0°19'12"| 112° 52 '48" 10.00 D 10.00 156°06' | 154°31' | 155° 18' 30"|-0°19'12" | 154° 59' 18" 13.90 13.90 81°42' 81°42' 81° 42' -0°19'12" | 81° 22' 48" A 11.55 C.
correction Station Station Distance (m) 11.55 Adjusted interior angle 103°22'| 102°57' | 103° 9' 30"|-0°19'12" | 102° 50' 18" Observed interior angle Reversed осс obs Direct Mean B 13.20 B A 13.20 88°14' 88°14' 88° 14' -0°19'12" | 87° 54' 48" 17.42 B 17.42 113°36' 112°48' 113° 12' -0°19'12"| 112° 52 '48" 10.00 D 10.00 156°06' | 154°31' | 155° 18' 30"|-0°19'12" | 154° 59' 18" 13.90 13.90 81°42' 81°42' 81° 42' -0°19'12" | 81° 22' 48" A 11.55 C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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AZIMUTH = 297
please answer the blank tables below and show computation. thank you.
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