The Strut on the utility pole Supports the Cable having a Welantot 600lb. Determine the absolute...
Problem 3 (20 pts) The strut on the utility pole supports the cable having a weight of 1000lb. Determine the following if A, B, and C are assumed to be pinned: (a) Support reaction provided by pin C and strut AB; (b) Draw bending moment diagram of beam CBD; (c) Absolute maximum bending stress occurred at beam CBD. 6ft 2 in. 2ft- CI 74 in. 1000lb
AC-CD- BC Exercise IV 20 PT a- Determine the reactions at the supports. b- Determine the force in each member of the truss c- State if the members are in tension or 3 ft compression d- If the maximum allowed in each beam is 400lb in tension and 600lb in compression, determine the maximum of admissible load P. 2 ft 2 ft Exercise V: 40 PT 1.6 kN 200 _ 400 mm + 45 The angle strut is welded to...
QUESTION 2 2. Tension in Cable for a Boom The boom shown supports a load having a weight of IP = 850 lb. Determine the tension in the cable BC in (lb). 6
equilibruim equation, not vector A 12-m pole supports a horizontal cable CD and is held by a ball and socket at A and two cables BE and BF. Knowing that the ten- sion in cable CD is 14 kN and coming that CD o parallel to the *Axis (0 =159) determine the tension in cables BE and BF and the reaction at A. 12 m 8 m B. z 7.5 m
A smooth solid cylindrical utility pole of 30-ft in length and 8-inch in diameter is subject to hurricane winds at 145 miles/hr. Air is at 32 F. Calculate: a) The drag force on the pole, b) The bending moment, and the bending stress at the pole base. Moment of inertia of the pole is piR^4/4. c) What is the frequency of the vortex shedding in Hz?
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB = 4.0 ft, LBC = 12.0 ft, w = 1620 lb/ft, P = 2550 lb, b = 16 in., d = 6 in., t = 0.50 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. Chapter 9, Supplemental Question 043 (GO Tutorial) A cantilever beam supports the loads shown. The cross...
Cable BAC passes through a frictionless ring A and is attached to fixed supports at B and C, while cables AD and AE are both tied to the ring and are attached, re D and E. Knowing that a 230-lb vertical load P is applied to ring A, determine the tension in each of the three cables. (Round the final answers to two decimal places.) 17.5in 45 in. 25 in 60 in. $0 in. The tension in cable BAC is...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB = 3.5 ft, LBC = 10.5 ft, w = 1380 lb/ft, P = 2600 lb, b = 15 in., d = 7 in., t = 0.35 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. 2 LAB LBC Answers
Show all work and solution CLEARLY: Messy Answers will be downvoted. Thanks! 3. Determine the absolute maximum bending stress in the 2-in diameter shaft. There is a journal bearing at A and a thrust bearing at B. (20 points) 900 lb 300 lb 12 in. 24 in. 18 in.
> Answer 3/83 The vertical plane containing the utility cable turns 30° at the vertical pole OC. The tensions T, and I are both 950 N. In order to prevent long-term leaning of the pole, guy wires AD and BE are utilized. If the two guy wires are adjusted so as to carry equal tensions I which together reduce the moment at O to zero, determine the net horizontal reaction at O. Determine the required value of 7. Neglect the...