The given frame is subjected to the applied loads P and Q. Note that members ABC and CDE are pin-connected at C. a) Draw the FBDs of all members. b) Determine the force in each link (AF, BG, DG, and EH). Neglect the weight of the members. Parameter P = 100+ (ECD) x 0.1 Q = 100 + (BAC) x 0.1 0 = 30 x (P/Q) O HE A= 1 B=3 C= 6 D= 2 E=0 P = 100 + (062) x 0.1 = 106.2 kN Q 100+ (316) x 0.1 = 131.6 kN 0 = 30 x (106.2/131.6) = 24.21° 2a

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.125P: The figure shows a three-pin arch. Determine the horizontal component of the pin reaction at A...
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The given frame is subjected to the applied loads P and Q.
Note that members ABC and CDE are pin-connected at C.
a) Draw the FBDs of all members.
b) Determine the force in each link (AF, BG, DG, and EH).
Neglect the weight of the members.
Parameter
P = 100+ (ECD) x 0.1
Q = 100 + (BAC) x 0.1
0 = 30 x (P/Q)
2a
O
HE
A= 1 B= 3 C= 6 D= 2 E=0
P = 100 + (062) x 0.1 = 106.2 kN
Q = 100+ (316) x 0.1 = 131.6 kN
0 = 30 x (106.2/131.6) = 24.21°
8
2a
Transcribed Image Text:The given frame is subjected to the applied loads P and Q. Note that members ABC and CDE are pin-connected at C. a) Draw the FBDs of all members. b) Determine the force in each link (AF, BG, DG, and EH). Neglect the weight of the members. Parameter P = 100+ (ECD) x 0.1 Q = 100 + (BAC) x 0.1 0 = 30 x (P/Q) 2a O HE A= 1 B= 3 C= 6 D= 2 E=0 P = 100 + (062) x 0.1 = 106.2 kN Q = 100+ (316) x 0.1 = 131.6 kN 0 = 30 x (106.2/131.6) = 24.21° 8 2a
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