Late support reactions in A and C, re force at point A:
Q: Answer the following questions: 1. Draw a Free Body Diagram with forces and reactions. 2. What are…
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Q: A simplified crane is shown in Figure 9 lifting a 400-kg load. The crane is supported by a pin joint…
A: given load weight = 400 kg crane is supported at A with a pin joint, so applying equilibrium…
Q: The truss shown is supported on roller at B and a hinge at F. Find the reactions at B and F. Find…
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Q: E Find the Reactions at pont A where the tensile force in cable CB is 300 KN. Neglect weight of AB.…
A: Consider the Free Body diagram:
Q: From the figure shown below, determine the support reactions at A, B and D.
A: The free-body diagram of CD can be drawn as below, Here, RC is the reaction due to support at C.
Q: Q11 Find the reactions in supports
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Q: - A tskN) cylinder is supported by beam AB and a cable as shown in Fig· bleow. Determine the…
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Q: For the following calculate the reactions at A and B. 2 kN-m 6 kN-m A 60° 2 m
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Q: For the structure loaded as shown in the figure, determine reaction at A *
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Q: Determine the reactions at A and B and the load required Q to hold bar AB in a horizontal position…
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Q: Calculate reactions at pin support A and B, take beam AB weight 30 Kg. 60° A
A: Given Data m=30 kg
Q: 5. Calculate the reactions at the built-in support at C, neglecting the weights of the members. so0…
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Q: Find the reaction in pin A?
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Q: Find the reaction in pin A ?
A: Consider the free body diagram shown below for the given system.
Q: For the force at C, find the reactions at D, E, and A.
A: Solution: given dataF = 10 lb
Q: ind reactions at supports A and E (Ra and Re)
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Q: Hello, can you give at least 1 example problems and the solutions for equilibrium of rigid bodies.…
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Q: Q5: From figure below, Sketch the free body diagram, determine the horizontal and vertical…
A: Given: Free body diagram of the overhanging beam AB.
Q: Q5: From figure below, Sketch the free body diagram, determine the horizontal and vertical…
A: The free body diagram for the problem is shown below:
Q: Problem 2. BOLVE FOR RA AND RB USING THE SUM OF MOMENTS METHOD (SOLVE FOR ALL REACTIONS) 5K per foot
A: Concept: The pin or hinge joint supports only two reactions forces which are vertical and horizontal…
Q: wo rollers of the same diameter shown are supported by an inclined plane and a vertical wall. If all…
A: To calculate the reaction forces at point A, B and C, we must first create the free body diagrams…
Q: Calculate the reaction forces at points P and Q as [kN] using the information given in the figure.
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Q: FIND THE PIN REACTION FORCES AT A, B, & C.
A: Consider the free body diagram of the given diagram,
Q: a) Draw a free body diagram of bar CBD. b) Determine the spring force, the tension in cable AB, and…
A: (a) Draw the free-body diagram of the bar CBD.
Q: Find out the reactions at supports.
A: The Given figure contains Uniform distributed load as well as Uniform varying load; Hence the…
Q: Which of the following gives the reaction at B of the simply supported beam in Newton?
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Q: Find the reaction at B Weight of the beam is 43 kg include this too. Please solve
A: Given Datam=43kgW=43×9.81=0.422kN
Q: The roof truss shown in Fig. 3-17a is supported on rollers at A and hinged at B. The wind loads are…
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Q: Figure Q3 shows a machine mechanism; structure ACE is connected to structure BCD with a pin at point…
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Q: A bar is loaded and supported as shown in Fig. End A of the bar is supported with a bal-and - socket…
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Q: Examples 5 Determine the reactions at the supports. 600 N/m 900 N/m In your hand
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Q: Find the Reactions at point A where the tensile force in cable CB is 300 KN, 35 Neglect weight of…
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Q: Determine the components of the reaction on pin A and the reaction at the roller B shown in figure…
A: Answer: Component of reaction at point A is, Ax = 285.98 lb and Ay = 304.68 lb and at roller…
Q: i need this for now. please. someone who knows spanish, please help. Problem #2 2) 60 ఇం C D1- 61…
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Q: reactions and moment at A
A: Given data Point load and uvl load is given Required Reaction force Moment at point A
Q: A force P is applied to a bent rod AD that may be supported in four different ways as shown.…
A: Given:- Force P at mid of AC AC=2a CD=a θ=45° To find:- Reaction forces at supports
Q: The roof truss shown in Fig. 3–17a is supported on rollers at A and hinged at B. The wind loads are…
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Q: A right circular roller of weight W rests on a smooth horizontal plane and is held in position by…
A: Data given-
Q: 4. Find the all the support reactions and all the internal forces in all the members and whether in…
A: co-ordinates of pointsA= (0,0,6)B=(-1,-1,0)C=(2,0,0)D=(-1,3,0) as this is the space model,To…
Q: determine the reaction forces at points A and B in Fig. 2.
A: for static equilibrium there are 3 equilibrium conditions.for detailed solution refer below images.
Q: A small winch is used to raise a 120-lb load. Find (a) the magnitude of the vertical force P that…
A: Draw the free body diagram for the above problem. Write the position coordinate for point C from…
Q: The figure shows a system composed of a pulley and two shafts, the system is balanced by means of a…
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Q: For the structure shown below, 240 N force is acting at an angle 8 = 30° at point i (a) Determine…
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Q: Situation #4: A three-hinge arch is composed of two trusses hinged together at D. Find the…
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Q: Determine the reactions at A and B for the loaded beamas shown in Figure
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Q: equilibrium state of length (4 m) By A man raises a (to kg)) joist at L equilibrium state of length…
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Q: Find the support reactions at points A and B.
A: given:
Q: er, determine the reactions at A and B.
A: To find Reaction at A and B
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- A seesaw weighing 3 lb/ft of length is occupied by two children, each weighing 90 lb (see figure). The center of gravity of each child is 8 ft from the fulcrum. The board is 19 ft long, 8 in. wide, and 1.5 in. thick. What is the maximum bending stress in the board?Prestressed concrete beams are sometimes manufactured in the following manner. High-strength steel wires are stretched by a jacking mechanism that applies a force Q, as represented schematically in part a of the figure. Concrete is then poured around the wires to form a beam, as shown in the figure part b. After the concrete sets properly, the jacks are released, and the force Q is removed (see part c of the figure). Thus, the beam is left in a prestressed condition with the wires in tension and the concrete in compression. Assume that the prestressing force Q produces in the steel wires an initial stress a0= 620 MPa. If the module of elasticity of the steel and concrete are in the ratio 12:1 and the cross-sectional areas are in the ratio 1:50. what are the final stresses a5and a5 in the two materials?A large precast concrete panel for a warehouse is raised using two sets of cables at two lift lines, as shown in the figure part a. Cable 1 has a length L1 = 22 Ft, cable 2 has a length L2= 10 ft, and the distance along the panel between lift points Band D is d = 14 ft (see figure part b). The total weight of the panel is W = 85 kips. Assuming the cable lift Forces F at each lift line are about equal, use the simplified model of one half of the panel in figure part b to perform your analysis for the lift position shown. Find the required cross-sectional area AC of the cable if its breaking stress is 91 ksi and a factor of safety of 4 with respect to failure is desired.
- A cantilever beam model is often used to represent micro-clectrical-mechanical systems (MEMS) (sec figure}. The cantilever beam is made of polysilicon (E = 150 GPa) and is subjected to an electrostatic moment M applied at the end of the cantilever beam. 1 f dimensions arc h — 2 [im, h — 4 ^m, and L = 520 ^mt find expressions for the tip deflection and rotation of the cantilever beam in terms of moment M.A hollow circular tube T of a length L = 15 in. is uniformly compressed by a force P acting through a rigid plate (see figure). The outside and inside diameters of the tube are 3.0 and 2.75 in., respectively. A concentric solid circular bar B of 1.5 in. diameter is mounted inside the lube. When no load is present, there is a clearance c = 0.0I0 in. between the bar B and the rigid plate. Both bar and tube are made of steel having an c[autoplastic stress-strain diagram with E = 29 X LO3 ksi and err= 36 ksi. (a) Determine the yield load Pt- and the corresponding shortening 3yof the lube. (b) Determine the plastic load Ppand the corresponding shortening Spof the tube. (c) Construct a load-displacement diagram showing the load Pas ordinate and the shortening 5 of the tube as abscissa. Hint: The load-displacement diagram is not a single straight line in the region 0 ^ P ^ PrThe horizon Lai rigid beam A BCD is supported by vertical bars BE and CF and is loaded by vertical Forces P, = 400 KN arid P2= 360 kN acting at points A and D, respectively (see figure). Bars BE and CF are made of steel (£ = 200 GPa} and have cross-sectional areas Ag=11,100 mm" and ABE= 9280 mm-. The distances between various points on the bars are shown in the figure. Determine the vertical displacements SAand SDof points A and D, respectively.
- Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.Solve the preceding problem for a W 250 × 89 steel column having a length L = 10 m. Let E = 200 GPa.A square wood platform is 8 ft × 8 ft in area and rests on masonry walls (see figure). The deck of the platform is constructed of 2-in. nominal thickness tongue-and-groove planks (actual thickness 1.5 in.; sec Appendix CL) supported on two S-ft long beams. The beams have 4 in. × (i in. nominal dimensions (actual dimensions 3.5 in. × 5.5 in.). The planks arc designed to support a uniformly distributed load n ( lb/ft" i acting over the entire top surface of the platform. I be allowable bending stress for the planks is 2400 psi and the allowable shear stress is 100 psi. W ben analyzing the planks, disregard their weights and assume that their reactions are uniformly distributed over the top surfaces of the supporting beams. (a) Determine the allowable platform load Mr. (lb/ft2) based upon the bending stress in the planks. (b) Determine the allowable platform load if-. (lb/ft-) based upon the shear stress in the planks. (c) Which of the preceding values becomes the allowable load alolow on the platform? Hints: Use care in constructing the loading diagram for the planks, noting especially that the reactions are distributed loads instead of concentrated loads. Also, note that the maximum shear forces occur at the inside faces of the supporting beams.
- A solid circular bar A BCD with fixed supports at ends A and D is acted upon by two equal and oppositely directed torques T0, as shown in the figure. The torques arc applied at points B and C each of which is located at distance x from one end of the bar. (The distance x may vary from zero to L/2.) For what distance x will the angle of twist at points B and C be a maximum? What is the corresponding angle of twist 0max?A gold-alloy microbeam attached to a silicon wafer behaves like a cantilever beam subjected to a uniform load (see figure). The beam has a length L = 27.5 m and rectangular cross section of a width b = 4.0 m and thickness t = 0.88 m. The total load on the beam is 17.2 N. If the deflection at the end of the beam is 2.46 m is what is the modulus of elasticity Egof the gold alloy? (Use the formulas of Example 9-2.)A column ABC is supported at ends A and C and compressed by an axial load P (figure a). Lateral support is provided at point B but only in the plane of the figure; lateral support perpendicular to the plane of the figure is provided only at A and C. The column is constructed of two channel sections (C 6 × 8.2) back to back (see figure b). The modulus of elasticity of the column is E = 29,500 ksi and the proportional limit is 50 ksi. The height of the column is L = 15 ft. Find the allowable value of load P using a factor of safety of 2.5.