PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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M 4: The cable supports a girder which weighs 850 lb/ft.1. Determine the tension in A and the tension in B.2. Determine the tension in C.
The cable supports the three concentrated loads shown below. Determine the vertical positions yB and yB of points B and D and the tension in each segment of the cable.
The loads are
P= 400 lb
P= 410 lb
P3= 160 lb
4 ft
14 ft
B
P3
V P,
P2
12 ft --
20 ft
- 12 ft --
15 ft
The 5 m uniform steel beam has a mass of 600 kg and is to be lifted from the ring B with two chains, AB of length 3 m, and CB of length 4 m. Determine the tension T in chain AB when the beam is clear of the platform.
Please need answer and solution asap.
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- Find the tension in cable BE that supports the bar ABCD described in Prob. 5.6.arrow_forwardThe cable AOB weighs 24 N/m. Determine the sag H and the maximum tension in the cable.arrow_forwardThe cable AOB weighs 5.2 N/m. When the horizontal 30-N force is applied to the roller support at B, the sag in the cable is 5 m. Find the span L of the cable.arrow_forward
- 6. Determine the tension in each segment of the cable and the cable's total length. 4 ft 7 ft 50 Ib -4 ft 5 ft 3 ft - '100 lbarrow_forwardck C rests on the uniform 15-lb bar AB. The cable conne ey at D. Find the magnitude of the force acting between t 30 -2 ft+ -6 ft- C.arrow_forward3. Use the Method of Sections for this problem. From drawing a FBD of the entire system and summing the moments about point A, you find that the reaction force at roller D=26kN ↑.Determine the force in members EF, BE, and BC of the truss and state if these members are in tension or compression. Set P₁=18kN, P₂=24kN, and P3=12kN. 3m 3m 3 m 3m E P3 F A B P₁ P₁arrow_forward
- The 400-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. y 33 4.2 kN 43 kN-m A B C 2.7 kN - 1.2 + 1.2 m- 1.7 m 1.7 marrow_forwardFor the curved beam, determine the horizontal and vertical components of force at pin A and vertical reaction at the rocker B. Neglect the weight of the beam. 500 N 200 N 10% 15% 2m Barrow_forward2. Use the Method of Sections for this problem. From drawing a FBD of the entire system and summing the moments about point A, you find that the reaction force at roller F=115kN ↑. Determine the force in members CD, CH, and HI and state if each member is in tension or compression. 2 m 80 kN 100 kN 2 m- 2 m- E D 1.5 m C -60 kN H 1.5 m B 80 kN I A 1.5 marrow_forward
- The cable supports a girder which weighs 850 lb/ft. Determine the tension in the cable at points A, B, and C. -100 ft- 40 ft 20 ft At point B, take x=0 and y=0 (origin point). So, Which following one is TRUE?arrow_forwardThe composite bar is supported by a thrust bearing at A, a slide bearing at B, and cable CD. Determine the tension in the cable and the magnitude of the reaction in the bearing at A. Neglect the weight of the bararrow_forwardAnswer the question quecly pleasearrow_forward
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