60 k 60 sin 60° k 1 ft A to 1 ft 60° В 50 k-ft 60 cos 60° k 50 k · ft 10 ft- -10 ft- -4 ft- -7 ft- B, 'y (a) (b) Fig. 2–30
60 k 60 sin 60° k 1 ft A to 1 ft 60° В 50 k-ft 60 cos 60° k 50 k · ft 10 ft- -10 ft- -4 ft- -7 ft- B, 'y (a) (b) Fig. 2–30
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the reactions on the beam shown.
Transcribed Image Text:60 k
60 sin 60° k
1 ft
A
to
1 ft
60°
В
50 k-ft
60 cos 60° k
50 k · ft
10 ft-
-10 ft-
-4 ft-
-7 ft-
B,
'y
(a)
(b)
Fig. 2–30
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