300 lb In the truss loaded and supported as shown, the following using the Method of Joints : 300, lb 800, lb 300, lb 800, lb (a) JK = 9 ft (b) KD = (c) DE = G в C D E F 700 lb 700 lb 6 panels e 5 ft/panet
300 lb In the truss loaded and supported as shown, the following using the Method of Joints : 300, lb 800, lb 300, lb 800, lb (a) JK = 9 ft (b) KD = (c) DE = G в C D E F 700 lb 700 lb 6 panels e 5 ft/panet
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Zero force identification

Transcribed Image Text:300, lb
In the truss loaded and supported as shown,
the following using the Method of Joints :
300 lb
800, lb
300, lb
800, lb
(a) JK =
9 ft
(b) KD =
H.
(c) DE =
G
B
C
D E
700 lb
700 lb
6 panels e 5 ft/panet
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