0.9 kips 1.8 kips| 1.8 kips 0.9 kips ft For the structure shown, compute the reactions at K and L. (Note.. 1 kip = 1000|lb).. Your answer must be in kips. -12 ft-|--14 ft-–14 ft -| 315 ft 8 ft

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
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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Resultant(Using Method of members) and Equilibrium

0.9 kips
1.8 kips
1.8 kips
0.9 kips
9 ft
For the structure shown, compute the
reactions at K and L. (Note.. 1 kip = 1000lb)..
Your answer must be in kips.
E
-12 ft---14 ft→|–14 ft →
315 ft
L.
8 ft
Transcribed Image Text:0.9 kips 1.8 kips 1.8 kips 0.9 kips 9 ft For the structure shown, compute the reactions at K and L. (Note.. 1 kip = 1000lb).. Your answer must be in kips. E -12 ft---14 ft→|–14 ft → 315 ft L. 8 ft
(1) For the fig. shown, compute the
resultant using method of members.
Likewise, find the angle of inclination of the
60 lb
resultant measured clockwise from the
positive x-axis.
25°
Box you final answer
60°
50°
40 lb
50 lb
(2) If Q = 120 lb, Compute the following:
(a) The tension in cable AC
(b) The components of the reactions at
Supports B and C
55
Transcribed Image Text:(1) For the fig. shown, compute the resultant using method of members. Likewise, find the angle of inclination of the 60 lb resultant measured clockwise from the positive x-axis. 25° Box you final answer 60° 50° 40 lb 50 lb (2) If Q = 120 lb, Compute the following: (a) The tension in cable AC (b) The components of the reactions at Supports B and C 55
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