Neglecting friction, determine the tension in cable ABD and the reaction at support C & the angle it makes w/ member AE. (Select all correct answers) * 250 mm 120 N 100 mm 100 mm

Q: 10 m 0.5 kN downward 0.5 kN upward 5 kN-m C

A: Option b is correct.

Q: From the given loaded cantilever truss. Compute for the reaction at D and the forces acting on BC…

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Q: For the structure shown in Fig.(2), determine the tension in cable ABD and the reaction at C when…

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Q: Problem 2. Consider the frame loaded as shown. If the reaction force at the roller at F is 250N,…

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Q: Q4: Determine the zero members and state weather of the members in tension or compression |10KN F C…

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Q: 4. In the figure shown, A. Draw the FBD and show all the forces acting on beam AB. B. Determine the…

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Q: E G 100 kN 3 m to 200 kN 3 m B 4 m

A: Force in member BC is 375 kN [Compression] and force in member CG is 125 kN [Tension].

Q: Q4 - Determine the reactions at the supports. 500 N/m www...... B 4 m 4 m 30

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Q: For the shown frame LDetermine the reactions at Pin A and atB 2What is the force developing in Cable…

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Q: find the reaction at both support

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Q: Determine the tensions in the cable, normal force in the smooth surfaces and the angle of…

A: Given Data: The weight W1 = 300 N. The weight W2 = 500 N. The free-body diagram of the blocks can…

Q: Determine internal reaction at the point located between A and C, 0.7 m to the right of A. Disregard…

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Q: A = 90 lbs h C= 110 lbs 2₁ 2 B = 70 lbs D=120 lbs Q 2²

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Q: PROBLEM Determine all the member forces of the loaded simple truss, shown on the fig, assuming a-3…

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Q: Compute the reactions at C and E

A: Given Below is the truss

Q: The cable supports the three concentrated loads shown below. Determine the vertical positions yB and…

A: Fig: FBD  ∑ME=0 4Ax+59Ay=400*47+410*27*160*12 4Ax+59Ay=31790                    1 Fig:FBD ∑MC=0…

Q: 1. Determine the reactions at A and E and then find the force in each member and state whether it is…

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Q: Q4A: Calculate the forces in members AG,AB, CG, GF and CF for the truss shown. 2 kN C 2 m D 4 kN 2 m…

A: To calculate the forces in the member AG, AB, CG, GF, CF

Q: Solved Determine the reaction forces at the supports A and B

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Q: Determine the force along members GJ, CJ, CD, AH, and AB, and state if they are in Tension or…

A: Determine the force along members GJ, CJ, CD, AH, and AB, and state if they are in Tension or…

Q: 8.0 30% 30% 0.2 m----0.2 m----0.2 m D Draw the free-body diagram needed to determine the tension in…

A: Given: Let us consider the given image, To find: Tension in the cords and the reactions at A and C.

Q: Q4: Determine the reactions at the supports. Take P-10 kN and F-6 kN

A: As the truss is in equilibrium. So, the equilibrium equations can be used....

Q: Cable ABCD support. Determine the maximum tension in this cable 1m ya B 4 kN -3 m 2m C 0.5 m 6 kN D

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Q: Determine the support reactions and draw the SFD and BMD for the following frame. 5 kNim

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Q: Consider the following system in static equilibrium. Force vector Facts at a distance" from the pin…

A: (a) Draw the free-body diagram of bar.

Q: D PN Q3: Determine the force in member CB and CD only of the truss and state if the members are in…

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Q: The boom is used to support the 100 N in Fig. Determine the reactions at the ball-and- socket joint…

A: Draw FBD

Q: Q.4. Determine the weight of the engine that can be supported at point A if a tension of 5000 N in…

A: Tension in cable AB is 5000N

Q: 4 ft 600 Ib 600 Ib

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Q: Determine the reactions and calculate the forces in members CG, GH, and DE and state if in tension…

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Q: Find the reactions at the fixed support A given the distributed loads shown. (+)+ 1 = (d) 1 = su A y…

A: Step 1:Step 2: Step 3: Step 4:

Q: Find the reactions at both supports A and E. Also determine the axial forces developed at member CF.…

A: Given figure To find : the reactions at both supports A and E.  To determine:  the axial forces…

Q: determine the tension in OG, and determine reactions at point A of the loaded truss.

A: A loaded truss is given.To determine:The tension in OGThe reaction forces at A

Q: F1 F2 B 8 ft E |F 6 ft H. –6 ft 6 ft -6 ft NE A,

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