6. A truss which consists of a single, equilateral triangle, is supported by a pin and roller as shown (an equilateral triangle has 3 equal, 60 degree internal angles). The truss is loaded at point B by Dudley, sitting on a feeder, weighing a total of 520 Ibs (assume the truss weight is negligible). What is the force in member AB? (Hint: Determine the horizontal reaction at A first by summing moments about C - you will need to find the perpendicular distance from C to the line of action of the force. Then use a FBD at A and equations of equilibrium to determine the force in AB).

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter5: Three-dimensional Equilibrium
Section: Chapter Questions
Problem 5.26P: The figure shows the FBD of a portion of the space truss shown in Fig. P5.25. Use this FBD to find...
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6. A truss which consists of a single, equilateral triangle, is supported by a pin and roller as
shown (an equilateral triangle has 3 equal, 60 degree internal angles). The truss is loaded
at point B by Dudley, sitting on a feeder, weighing a total of 520 Ibs (assume the truss
weight is negligible). What is the force in member AB? (Hint: Determine the horizontal
reaction at A first by summing moments about C - you will need to find the perpendicular
distance from C to the line of action of the force. Then use a FBD at A and equations of
equilibrium to determine the force in AB).
18 ft
Dudley
520 lbs PLATFORM
Transcribed Image Text:6. A truss which consists of a single, equilateral triangle, is supported by a pin and roller as shown (an equilateral triangle has 3 equal, 60 degree internal angles). The truss is loaded at point B by Dudley, sitting on a feeder, weighing a total of 520 Ibs (assume the truss weight is negligible). What is the force in member AB? (Hint: Determine the horizontal reaction at A first by summing moments about C - you will need to find the perpendicular distance from C to the line of action of the force. Then use a FBD at A and equations of equilibrium to determine the force in AB). 18 ft Dudley 520 lbs PLATFORM
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