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Determine the reactions at the support A and the tension in the cable. 4 ft 4 ft F 2 ft E leli 5 ft B 5 ft 5 ft F...
Determine the reactions at the joint A and the tension in
cable BC. Joint A is made up of a square rod through a smooth
square hole.
identisy of support rtactiens ion in the cable. $quart rod, Smoth squart Keyward: jont A 5 unknown (able 6 lunnown) Ax X Ay Az V MAX- 8 ft AToAM MA2-ZV GO1.57 6 ft 3 ft 2 y F= (-60i + 40j-30k) lb
Determine the reactions at A and D. Determine the tension in the cable. D 4 ft 20 lb/ft 25 lb-ft 3ft E A 4 ft 10 ft 2 ft B
1. For the following cable system, the sag at B and D is 4 ft. Determine the tension at the support E and the maximum sag. 10 10 10" 10 Ay Ax hc ho Ex 5 300# 300# 300#
Tension question
Cable ABC has a length of 6 ft and is used to support the 40 lb load (B is a frictionless pulley): 5 ft 1 ft A) Determine the position x and the tension in the cable that is required for equilibrium
Determine the, magnitudes of the tension in the cable and the reactions in the fixed support at point A. Where the pulley at D is frictionless and the mass of the cylinder is 2 kg 1420 + 4.5m 4.5m —+
8 ft PROBLEM 4 *4ftY E F Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D 8 ft A B 4 3 1000 lb 8 ft * 8 ft
Q. 3 The member is supported by a pin at A (Note: reactions at A are Ay, Ax, Az, My, and Mz) and cable BC. If the load at D is 300 lb, determine the x, y, and z components of the reaction at A and the tension in cable BC. (Note: possible reactions at A are Ay, Ax, Az, My, and Mz). (2 points) 1 ft, 2 ft B. 2 ft 6 ft ft D
The cables are knotted at O. C(-2,-3,6) ft F=151 -6k)kips Determine the tension force in cable OC. o 7.00 kips 6.00 kips 9.00 kips 8.00 kips The cables are knotted at O. C(-2,-3,6) . - y += (5) -6K)kips Determine the tension force in cable OB. 6.00 kips 3.00 kips 2.00 kips 7.00 kips The cables are knotted at O. C(-2,-3,6)ft Ē= (5) -6k)kips Determine the tension force in cable OA. 3.00 kips 2.00 kips 7.00 kips 06.00 kips
K8 ft * 4 ft PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E F 8 ft A B C 4 3 1000 lb 8 ft * 8 ft
Q.6) Determine the tension in the cable CD and the support reactions Ax and Bx. The hinges at A and B exert only force reactions on the plate (no moment reactions). The weight of the plate is 1000 N. 500 mm D 300 mm 800 mm 750 mm L 300 mm 30° 1400 mm 1000 mm