2. CASE C2 LENGTH (m) 541.55 S85°58'E Unknown S03-05 W 902.13 S52°50'W Unknown N12°42'W 650.25 N40°15'E 496.29 COURSE AB BC CD DE EA BEARING +N 38.09 (Unknown) 545.01 (Unknown) +E 540.21 -W (Unknown) 420.14 718.89 (Unknown)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Rework the sample problems of cases B1-3 with the following given data
as cases C1-3.
2. CASE C2
LENGTH
(m)
COURSE
AB
BC
CD
DE
EA
BEARING +N
541.55 S85°58′E
Unknown S03°05'W
902.13
S52°50'W
Unknown N12°42'W
650.25 N40°15'E 496.29
-S
38.09
(Unknown)
545.01
(Unknown)
+E
540.21
-W
(Unknown)
420.14
718.89
(Unknown)
Transcribed Image Text:Rework the sample problems of cases B1-3 with the following given data as cases C1-3. 2. CASE C2 LENGTH (m) COURSE AB BC CD DE EA BEARING +N 541.55 S85°58′E Unknown S03°05'W 902.13 S52°50'W Unknown N12°42'W 650.25 N40°15'E 496.29 -S 38.09 (Unknown) 545.01 (Unknown) +E 540.21 -W (Unknown) 420.14 718.89 (Unknown)
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