Consider the gable frame shown in are pin connections. The purlin loa perpendicular to the center line of F2 = 580 lb, and F3 = 800 lb. F₂

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine x and y conponets at reactions A and C for the following frame.

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Consider the gable frame shown in (Figure 1). Assume that A, B, and C
are pin connections. The purlin loads such as D and E are applied
perpendicular to the center line of each girder. Suppose that F₁ = 420 lb,
F2 = 580 lb, and F3 = 800 lb.
Figure
120 lb/ft
B
G
F₁
5 ft-6 ft--6ft--6 ft-
I
511
10 ft
1 of 1 >
Transcribed Image Text:Consider the gable frame shown in (Figure 1). Assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. Suppose that F₁ = 420 lb, F2 = 580 lb, and F3 = 800 lb. Figure 120 lb/ft B G F₁ 5 ft-6 ft--6ft--6 ft- I 511 10 ft 1 of 1 >
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