-2 ft -2 ft- B® wwww Probs. 3-20/21

Q: Q5: The rigid pipe is supported by a pin at A and a steel guy wire BD. if the wire has a diameter of…

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Q: 51 degree. Determine A force F = 160 N is applied to a two-bar truss as shown and 0 = the value of…

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Q: Determine the normal force, shear force, and moment at point C. Assume A is pinned and B is a…

A: To determine: Normal force at C Shear force at C Moment at C   In order to analyze the beam and…

Q: 3.3-45 Bracket ABCD is fixed at A. Load components P and P, are applied at D. Find reaction forces…

A: Find reaction forces and moments at A.

Q: b. What is the vertical displacement at joint F. Assume all members are pin connected at their end…

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Q: Determine the internal shear in kip at the distance 14 ft. from point A (it is the point between…

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Q: Find the Force in Pin C: A 10k 3' 5' C B 6k 3' 8'

A: Given:- To find:- Force at C

Q: For the frame below, take w-3.5, P-5.5, H=15, and L=25 to solve the followings: W kips/ft Pkips С…

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Q: Determine the shear at A for the member shown. 120 12 ft B- 12 ft 4.5 k/n

A: Figure is as shown

Q: Using the transformed-area method, determine the allowable resisting moment of the section shown.…

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Q: Determine the forces in members BC, HC,HG, and DF using Section Method. 140 kN sl ISKN Am Ay: 0 KN 3…

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Q: Compute the force in member BD in kN. P1 - 117 kN, P2 - 49 kN and x- 7.1 m. Nrite numerical value…

A: P1=117kN P1=49kN To find force in member BD

Q: 2-54. Three forces act on the bracket. Determine t magnitude and orientation 0 of F2 so that the…

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Q: (1) 15 kN F E D 6 m A B |C E8m 8m - 8

A: Portal frame method: portal frame ? method is special method to solve end moment and shear at mid…

Q: 2.8 A roof purlin, supported by a rafter, must support a 300# vertical snow load. Determine the…

A: Given: The snow load is 300#. Consider the figure,

Q: 4 kips w = 3 kips/ft A В C D 4'- 6'- 5'-

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Q: 1. Two cables tied together at C and are loaded as shown. Knowing the W=250 Ib, determine the…

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Q: The “Nuremberg scissors” is subjected to a horizontal force of P = 600 N. Determine the angle θ for…

A: Draw FBD:

Q: -4 in 1 in Вох 2 Shear Flow: la A T-shaped beam is made by attaching two 1 × 4 in boards using nails…

A: To Find :- Shear Stress at Neutral Axis Shear Flow at the joint

Q: 604 2아시 KN A 4m Solve for the member force of member AC using method of joints indicate if its in…

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Q: Determine the moment of each force about the boltlocated at A. Take FB = 40 lb, FC = 50 lb.

A: Calculate the moment of force produced by FB about point A.

Q: Two d mm*10 mm cover plates are welded to two UPN 200 channels 100 mm high to form the cross section…

A: Equilibrium equations: Equilibrium equations are used to solve the unknown forces in any type of…

Q: a hinge at G method of sections to compute the Force in bars and by a voller at C. Use the BC, and…

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Q: Determine the shear force acting at each of the follow (a) x = 2 m b) x = 4 m (c) x = 8 m Note that…

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Q: 1. Draw the free-body diagram of member AB, which is supported by a roller at A and a pin at B.…

A: Figure is as shown

Q: ΣΜΟ R= EF, or R = EF, d= R ASSIGNMENT Determine the resultant of the parallel force system acting on…

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Q: The “Nuremberg scissors” is subjected to a horizontal force of P = 600 N. Determine the stiffness k…

A: Draw FBD:

Q: 15 kN F E D 6 m A B C E8 m-8 m–

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Q: Determine the normal force, shear force, and moment at point C. Assume A is pinned and B is a…

A: Consider the figure,

Q: OKN 4m OKN H 6m A 8m 8m

A: 1. The portal method is based on the assumption that, for each storey of the frame, the interior…

Q: 20kw 301W 13 D 4m lokw H 3m 3m A 3 m |0KN Solve for the member force on member BG using method of…

A: Solution for question no. 2 is given below  Please repost question no.3 again according to our…

Q: Steel L= 4 ft A = 0.50 in? E = 29 x 10° psi C to 3 ft The nigid bar ABC shown is hinged at A and…

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Q: A cantilever beam AB, loaded by a uniform load (see figure), is applied on a channel section. a)…

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Q: 2. The homogeneous beam AB weighs 300lb. For each support condition shown in (a) through (c), draw…

A: To draw the free body diagram (FBD) of the given beams and determine the number of unknowns.   By…

Q: The beam is subjected to applied loads as shown. Determine the moment at 12 ft from support A &…

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Q: determine the stiffness k of each spring so that the 30-N force causes the bar to tip angle = 15…

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Q: Rod AB is fixed to a smooth collar D, which slides freely along the vertical guide. Determine the…

A: Consider the free body diagram of the member AB as shown below. Consider the moment equilibrium…

Q: Draw the (a) axial, (b) shear and (c) bending moment diagram of the girders. Use portal method for…

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Q: Determine the normal force, shear force, and bending moment actingat point E of the frame loaded as…

A: Determine the normal force, shear force, and bending moment acting at point E of the frame loaded as…

Q: A 200 mm -240 mm D 77 30 kN

A: Free body diagram of the given problem:

Q: bolteo 2.9) Two structunal members Band C are to bracket A. knowing that both members are ih tension…

A: To determine: The magnitude and direction of the resultant force.Parallelogram lawTriangle rule.

Q: Using method of sections, determine the reaction at A, the force in members BD, FE and CE if…

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Q: A = 0.5 in.? 3 ft OD | 20 kips 2 ft 2 ft -→ 4 ft 4 ft A = 0.75 in.²

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Q: 3.0m P₁=60kN C A 2.0m D 3.0m P₂=90kN E B F 2.0m Support at B is a pin

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Q: 1. From the truss loaded as shown, determine the stress induced on each of the members BC, BD and…

A: Given data:- Cross-section area of each member, A=1200 mm2 Below truss diagram is given in question;

Q: 3-2KN 2.om G 2.0 m %23 1.5 m 1.5m 1.5m

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Q: 100 kN 30° B 30° 30°, C A D 100 kN

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Q: 2. A 200-mm-diameter pulley is prevented from rotating relative to 60-mm-diameter shaft by a…

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