PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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Textbook Question
Chapter 5, Problem 11P
Determine the reactions at the supports.
Prob. 5-11
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5-39. Determine the reactions at the supports A, C, and E
of the compound beam.
12 kN
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-3m-
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6-40. The compound beam is fixed supported at C and
supported by rockers at A and B. If there are hinges (pins) at
D and E, determine the components of reaction at the
supports. Neglect the thickness of the beam.
900 lb
400 lb
A
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2 ft
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-6 ft4 ft 4 ft
D
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E
650 lb
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F5-1. Determine the horizontal and vertical components
of reaction at the supports. Neglect the thickness of
the beam.
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Chapter 5 Solutions
PEARSON ETEXT ENGINEERING MECH & STATS
Ch. 5 - Determine the horizontal and vertical components...Ch. 5 - Determine the horizontal and vertical components...Ch. 5 - The truss is supported by a pin at A and a roller...Ch. 5 - Prob. 4FPCh. 5 - The 25 kg bar has a center of mass at G. If it is...Ch. 5 - Prob. 6FPCh. 5 - Determine the reactions at the supports. Prob....Ch. 5 - Determine the horizontal and vertical components...Ch. 5 - Determine the reactions at the supports. Prob....Ch. 5 - A uniform glass rod having a length L is placed in...
Ch. 5 - If the intensity of the distributed load acting on...Ch. 5 - Prob. 23PCh. 5 - Prob. 24PCh. 5 - Prob. 25PCh. 5 - Prob. 27PCh. 5 - Prob. 30PCh. 5 - Prob. 35PCh. 5 - The cantilevered jib crane is used to support the...Ch. 5 - Prob. 38PCh. 5 - Prob. 39PCh. 5 - Determine the stiffness k of each spring so that...Ch. 5 - The boom supports the two vertical loads. Neglect...Ch. 5 - Prob. 43PCh. 5 - The 10-kg uniform rod is pinned at end A. If It is...Ch. 5 - Prob. 46PCh. 5 - Prob. 47PCh. 5 - Prob. 48PCh. 5 - Prob. 53PCh. 5 - The uniform rod has a length I and weight W. It is...Ch. 5 - Prob. 7FPCh. 5 - Prob. 8FPCh. 5 - Prob. 9FPCh. 5 - Determine the support reactions at the smooth...Ch. 5 - Prob. 11FPCh. 5 - Determine the components of reaction that the...Ch. 5 - The uniform loads has a mass of 600 kg and is...Ch. 5 - The 100-lb door has its center of gravity at G....Ch. 5 - Determine me tension in each cable and the...Ch. 5 - The bent rod is supported at A, B, and C by smooth...Ch. 5 - The bent rod is supported at A, B, and C by smooth...Ch. 5 - Prob. 77PCh. 5 - Prob. 78PCh. 5 - Prob. 80PCh. 5 - Prob. 82PCh. 5 - The bar AB is supported by two smooth collars. At...Ch. 5 - Prob. 84PCh. 5 - Prob. 85PCh. 5 - Prob. 86PCh. 5 - Both pulleys are fixed to the shaft and as the...Ch. 5 - Member AB is supported by a cable BC and at A by a...Ch. 5 - Prob. 2RPCh. 5 - Prob. 4RP
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- 4-5. Determine the components of the support reactions at the fixed support A on the cantilevered beam. 6 kN 1.5m 4 kN -1.5 m- -15 m-arrow_forwardProb. S-16 5-71. Determine the components of reaction at the ball- and-socket joint A and the tension in each cable necessary for equilibrium of the rod. 3m m' -3 m 600 N Prob. 5-71arrow_forwardF5-16. Determine the horizontal and vertical components of reaction at pin C. 400 N -2 m- 800 N m 1m 1 marrow_forward
- P5-2. Identify the zero-force members in each truss 800 N F3m 3 m 3 m-arrow_forward6-54 The man shown in Fig. the beam has a mass of 40 kg. The beam is in equilibrium with the man standing at the end and pulling on the cable. Determine the force exerted on the cable by the man and the reaction at support C. has a mass of 75 kg; B A 15 m 1.5 marrow_forwardF5-14. Determine the horizontal and vertical components of reaction at pin C. 5 KN 4 kN в 2 m -1.5 m--1.5 m--1.5 m--1.5 m-arrow_forward
- 6-53 Determine the force exerted by the cable at B and the reaction at support A of the bar shown in Fig. D 20 60° B 800 lb 3 ft 3 ftarrow_forwardP5-3. then draw the free-body diagrams of each member of the identify any two-force members, and frame. 2 m 400 N в 0.2 m 1.5 marrow_forward5-13. Determine the reactions at the supports. 900 N/m 600 N/m A - 3 m- 3 m-arrow_forward
- *5-8. Draw the free-body diagram of member ABC which is supported by a smooth collar at A, roller at B, and short link CD. Explain the significance of each force acting on the diagram. (See Fig. 5-7b.) 2.5 kN 3 m 4kN m 4 m 6m Prob. 5-8arrow_forwardP5-3. then draw the free-body diagrams of each member of the identify any two-force members, and frame. 400 N/m -3 m 1marrow_forward7- Determine the horizontal and vertical components of reaction at the pin A and the reaction on the beam at C. 4 kN -1.5 m 1.5 m- В 1.5 marrow_forward
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