Example 3.4: Using the structure of example 3.3, determine the forces carried by members DE, DB, and AB.

Q: Problem # 3: The structure is loaded as shown in the figure. Determine the internal axial force,…

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Q: 2. From the given figure below, determine the following: a. reactions at A & B. b. shear and moment…

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Q: D (5000 mm) (4000 mm) E (5000 mm) 3 m (4000 mm) (5000 mm) B (5000 mm?) 100 kN 2 panels at 4 m = 8 m…

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Q: Example 5\ The two structural members, one of which is in tension and the other in compression,…

A: Finding out resultant and angle.

Q: Find the resultant of the concurrent force system shown in figure. 300 30 400 60 60 200 400

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Q: Problem#4. Replace the force F having a magnitude of F=53lb and acting at point A by an equivalent…

A: Replace the force F having a magnitude of F=53lb and acting at point A by an equivalent force and…

Q: 2. Determine the following: a. Shear force 12 ft from point A. b. Shear force 6 ft from point D. c.…

A: Given Data: To Determine: Shear force 12 ft from point A Shear force 6 ft from point D Maximum…

Q: Find the support reactions for beam shown in figure. 50 kN 150 kN-m C E 3m +1m 2m 2m 20 kN/m

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Q: 1. In Figure 1, the moment of a certain force F is 180 ft•lb clockwise about O and 90 ft•lb counter…

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Q: : Find the resultant force (R) of the two forces shown in Fig. below. F1= 55 N 25 F2= 65 N 35 30

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Q: Determine (a) the magnitude S of vector sum S = A + B of the two concurrent forces concurrent as…

A: Hello dear this is the solution of your problem Please see the attached solution, thanks

Q: YN 10+A m A 30° В B m 17. What is the vertical component of the concentrated load in the figure (N)…

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Q: Given the statically determinate structure represented in figure det 1. The external and internal…

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Q: 25 kN/m 3.5 m 110 kN- 3.5 m

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Q: B A

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Q: 25 kN/ m 14 kN/ m 12 kN/ m В |0.8 m 70 kN 3 m 0.8 m 2.25 m 4 m 3 m 55° A

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Q: 6. Determine the support reactions of the plane frame as shown in Figure 6 (Answer for P=5, Ro=98.25…

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Q: Replace the distributed loading with an equivalent resultant force, and specify its location on the…

A: The force due to uniformly distributed load is The distance from A is

Q: a) Determine the magnitude of the force equivalent to the forcing system shown in Figure1. Specify…

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Q: With respect to point A. Determine the Moment of the force system showed in Figure 2. 250 kN 100 kN…

A: To find moment about point A

Q: Four forces on point A are shown in Figure 1.3. Determine the resultant of these forces. F2=80 N 20…

A: Given:- A system is shown with four forces acting on point A  The magnitude of the force 1 (F1) =…

Q: 6. Determine the support reactions of the plane frame as shown in Figure 6 (Answer for P=5, Ro=98.25…

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Q: According to the loading system shown in the figure, if P = 59 N, If the resultant moment of all…

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Q: Q1/ From (Figure 1), determine the moment about point A. Q2/ Determine the resultant force for the…

A: Given figure no. 1 we have to find moment about A and resultant of forces

Q: Determine the resultant of the three concurrent forces shown in Fig. (a). F2 = 10 N F1 = 50 N 4 60°…

A: The given figure is shown below:

Q: Q1.2:Resolve the horizontal 600-1b force in Figure into components acting along the u and axes and…

A: Given: Horizontal force=600 lb Using sine law: Fusin 120°=600sin 30°Fu=1039lb

Q: determine the resultant of the forces : A = 800N  at 40degrees , B=600N at 160degrees and C=200N at…

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Q: The diagram below is in static equilibrium. a. Determine all reaction forces at A (roller support)…

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Q: EXAMPLE 4.6.1 Determine the horizontal and vertical components of the force at pins A. B, and C, and…

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Q: a) Determine the magnitude of the force equivalent to the forcing system shown in Figure1. Specify…

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Q: Q.3) For the figure shown, if the moment of the force F about the axis BC is 150 lb ·ft. B Determine…

A: Determine the position vector for the force F.…

Q: Q2/ A simply supported beam supports the applied loads and moments as shown, calculate the support…

A: Given data  Point load UDL UVL Length of the span.

Q: Q1: Determine the magnitude and direction of the resultant forces in figure below? F2= 500 N F = 600…

A: given F1 = 600 N F2 = 500N F3 = 800 N we have to find resultant.

Q: QUESTION 3: A block with mass m= (24+12)kg is pulled by a horizontal force P applied at point B in…

A: It is required to determine the mass. m=2A+12 kg=21+12 kg=14 kg It is required to determine the…

Q: 2. From the given figure below, determine the following: a. reactions at A & B. b. shear and moment…

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Q: Problem 1 Determine the reaction for the given support in the beam as shown in Figure 1.0. USE 3…

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Q: Problem 1. For the frame shown in the figure, determine (a) Reactions at the supports (b) Axial…

A: a)Calculate the reaction at the supports: Vertical…

Q: 10 kN B 6 m 3 m D 3 m 60 kN Determine the magnitude of the reaction force (in kN) at A.

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Q: 12 kN 3 m 3m C D 4 m 8m 15 kN 4 m 20 kN/m Refer to the figure, what is the horizontal reaction at…

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Q: D (5000 mm) (4000 mm) E (5000 mm) 3 m C (4000 mm) (5000 mm?) B (5000 mm?) A 100 kN 2 panels at 4 m =…

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Q: For the following 'load diagram', perform the following: (a) Determine the reactions at the supports…

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Q: Q2/ A simply supported beam supports the applied loads and moments as shown, calculate the support…

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Q: Q.2 The resultant of the force system shown in Figure (2) is a vertical force of 1250N. Determine…

A: Given Resultant,R=1250N To find P,Q

Q: Problem 1 Determine the position of the resultant of the given forces from point B as shown in…

A: To find :- Location of resultant force from B

Q: 10 kN 3 kN/ m -0.6 m 8 kN/ m A 0.6 m. 0.8 m C 60 0.4 m

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Q: Determine Static indeterminacy and also Find support reaction 20 kN 4 kN/m 20 kN 1 m. 1 m 1 m.

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Q: Determine the Magnitude and direction of Resultant of the forces as shown in Figure P-001 F2 = 50 kN…

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Q: .From the given figure below, determine the following: a. reactions at A & B. b. shear and moment at…

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Q: What is the magnitude of the resultant force of the two collincar vectors in Fig. 2.3 below? 100 N…

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Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.