A uniform, 6.0 m, 1150 kg beam is hinged to a wall and supported by a thin cable attached 2.0 m from the free end of the beam (Figure 1). The beam is supported at an angle of 30.0 above the horizontal.
Q: A metal bar 10 m long and weighs 50 N is supported at the 7 m mark by a fulcrum. A 100 N bag is…
A:
Q: Figure 6 m 4 m B Part A Determine the force in member DE of the truss, and state if the member is…
A: Given that: For the truss, F1 = 550 N, F2 = 870 N It is required to determine: (a) Force in member…
Q: Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH= 1200N (C)…
A: to find P1,P2,P3
Q: (Figure 1)ln each case let w be the weight of the suspended crate full of priceless art objects. The…
A:
Q: The assembly is the same as in problem 2. It consists D of two rods AC and BD attached to the 100-lb…
A:
Q: A 4.0-m-long steel wire has a cross-sectional area of 0.050 cm?. Its proportional limit has a value…
A:
Q: A crane boom 10 m long, weighing 870 N and having its center of gravity 3 m from the bottom, is…
A:
Q: Question 4. A uniform, 8 m long beam with a mass of 1150 kg is hinged to a wall and supported by a…
A: a) Free Body Diagram: b)To calculate Tension take moment about Point O: mg*L2cos30=T*(8-2)cos…
Q: (III) A uniform rod AB of length 5.0 m and mass M = 3.8 kg is hinged at A and held in equilibrium by…
A: Given datarod length 'L'=5.0 mmass M=3.8 kgLoad w=22 NTension in the cord T=85N
Q: A mobile at the art museum has a 2.0 kg steel cat and a 4.0 kg steel dog suspended from a…
A:
Q: II Re The Howe truss is subjected to the loading shown in (Figure 1). Suppose that F = 4.5 kN Part A…
A:
Q: A close-coiled helical spring is to have a stiffness of 90 kN/m and is to exert a maximum force of…
A:
Q: Set P = 59 kN, P = 34 kN. (Figure 1) Part A Determine the force in member AD, and state if the…
A: Given that , P1=59kNP2=34kN
Q: Question 4 Consider the truss shown in (Figure 1). Assume P = 45 kN and P = 90 kN. • Part A…
A:
Q: The assembly is the same as in problem 2. It consists D of two rods AC and BD attached to the 100-lb…
A:
Q: Two weights are connectedby a very light, flexible cord that passesover an 80.0 N frictionless…
A: Given data: Radius of pulley (R) = 0.3 m Weight of block (W1) = 75 N Weight of block (W2) =125 N…
Q: Consider the truss shown in (Figure 1). Suppose that F = 50 kN and F, = 20 kN Part A Determine the…
A:
Q: For questions 7A and 7B: A chandelier weighing 20kg hangs from a point B by two strings AB and BC.…
A:
Q: The spar shown in the figure is wood (s.g.=0.62), 2 in by 2 in by 10 ft, and floats in sea water…
A: Buoyant force must balance the weight of wood and weight of steel for given configuration.
Q: 6. Three wires are used to support the 150-lb force. The wires AB and AC are made of steel, and wire…
A:
Q: A 200 kg load is hung on a wire of length 4 m, cross sectional area of 0.2 x 10 -4 m2 and Young’s…
A: Hello. Since you have posted multiple questions and not specified which question needs to be solved,…
Q: PROBLEM 1: Compute for the force in each member of the truss shown in FIGURE 1. Indicate in your…
A:
Q: 1. Three vertical rods AB, CD, and EF supports a load of 36 kN. Each of the rods AB and CD has a 200…
A:
Q: Consider the truss shown in (Figure 1). Set P =8 kN. P = 11 kN. and P = e kN. Part A Determine the…
A:
Q: Write the relations used to find the forces in compound bars made of two materials subjected to…
A:
Q: Determine the force in member HG of the truss, and state if the member is in tension or compression.…
A:
Q: A block (A) weighing 1 kN rests on a rough inclined plane whose inclina- tion to the horizontal is…
A: Draw the FBD for the given question and write the given values along with suitable variables.
Q: A rectangular steel block is 4 inches long in the x direction, 3 inches long in the y direction, and…
A: Answer: The single uniformly distributed load in x-direction that would produce the same deformation…
Q: A 392-N force parallel to the plane is required to support a body on an inclined plane, of height…
A: Given data: Support force applied to the body, P = 392 N. Normal force acting on the body, N = 780…
Q: The semi circular gate shown in the figure is hinged at B. Determie the force F Required to hold the…
A:
Q: Sketch a free-body diagram of each element in the figure. Compute the magnitude and direction of…
A: To sketch: The free body diagram of each element and compute the magnitude and direction of each…
Q: Calculate the forces in the ribs of the Muslim shown in Figure (1) and are the ribs of the Muslim in…
A:
Q: (b) Find out the force and its nature of each member of the truss as shown in figure 2. |7 KN 24 KN…
A:
Q: As indicated in the diagram below, a beam is loaded. . kN is the equivalent of the reaction R2. ww.…
A: Answer: 40 kN is the equivalent of the reaction R2.
Q: 2. Find the Force reading on the spring scale. Show all your work and box the answers. Step 1 is to…
A:
Q: , 4, 6 and 8 N are fastened to the corners of a 2 m x 2 m frame. If it weighs 10 N, where would the…
A: Free Body Diagram of the frame- Let F is the point at which fulcrum should be placed in order to…
Q: Draw the free body diagram for this problem: The boom of the wall crane 4m long is held at right…
A: Given data as per question The load lifted =45000 N Length of boom =4 m considering free body…
Q: In engineering, a truss is a structure that "consists of two-force members only, where the members…
A: For the given truss the support at C is roller support and the angle theta is zero. There will be…
Q: The boom of the wall crane 4m long is held at right angles to the wall by a wire that is attached to…
A:
Q: Determine the force in members FH, EH and EG shown in Figure 1 using method of sections. 1 kN 3 kN 3…
A: [Bartleby policy]: Since you have asked multiple questions, we will solve the first question for…
Q: ind the residual forces acting in a truss with members’ AC=1000N (T), EG=520N (T), and FH= 1200N (C)…
A: to find value of P1,P2,P3
Q: The picture below shows a flagpole (9.1 kg) attached to the side of building. The base of the pole…
A:
Q: In (Figure 1), P= 1200 lb. Figure ZNANA 38 30 30 30 30- Submit Previous Answers Request Answer X…
A:
Q: A rectangular steel block is 4 inches long in the x direction, 3 inches long in the y direction, and…
A: Answer: The single uniformly distributed load in the x-direction that would produce the same…
Q: The structure above is subjected to a load at point C. Using the table below, determine the forces…
A:
Q: A 38.0 kg beam is attached to a wall with a hinge while it’s far end is supported by a cable such…
A:
Q: arren truss and a series of moving loads are shown in Figure 2. Assuming the loads can travel in…
A:
Q: Suppose that P = 1500 lb and P = 1800 lb. (Figure 1) Part A Determine the force in member CD of the…
A:
Q: 2. Determine the force in each member of the truss in Fig. Q2 and state if the members are in…
A:
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
- A new art exhibit featuring mobile works is going up in the Norwalk, CA area. One art work is shown in the figure below. A 105 N uniform beam is pinned to the ground by a pivot. The beam is supported by a cable (attached 3/5 from the bottom of the beam) to allow for each of the shoes to hang freely. Each individual shoe has a weight of 7.5 N. 10 WALL FLOR (a) ( If one shoe is attached 1/7 of the way up the beam and another shoe is attached 5/8 of the way up the beam, with e, = 70.1° and e, 30.1°, what is the tension in the cable, in newtons? %3! %3D (b) What is the x-component of the force, in newtons, that the pivot exerts on the bottom of the beam? (c) O What is the y-component of the force, in newtons, that the pivot exerts on the bottom of the beam?A new art exhibit featuring mobile works is going up in the Holland, MI, area. One piece is shown in the figure. The 155-N uniform beam is pinned to the ground by a pivot. The beam is supported by a cable (attached to the center of the beam) to allow for each of the shoes to hang freely. Each individual shoe has a weight of 9.5-N. If one shoe is attached two-fifths of the way up the beam and another shoe is attached and three-fifths of the way up the beam, with θc = 16.5° and θb = 33.6° as shown in the figure, what is the tension in the cable, in newtons? What is the x-component of the force, in newtons, that the pivot exerts on the bottom of the beam? Use the coordinate system specified in the figure. What is the y-component of the force, in newtons, that the hinge exerts on the bottom of the beam? Use the coordinate system specified in the figure.H.W. 1 / Find the reactions of the simply supported beam shown in Figure below 6 kN/m 20 kN A Fig. 1. 2m 2m 3 m
- Problem 3: A bent beam ABCD is held in equilibrium by a roller at A and by a pinned connection at D. The beam supports a uniform distributed load (80 lb/ft) over section AB and a concentrated force (390 lb) at point C. The roller at A rests against an inclined surface that is oriented 30° from the horizontal direction. Neglect the weight and depth of the beam and the size of the roller in this analysis. (a) Draw a complete FBD of beam ABCD. Clearly label all loads, reactions, and distances. (b) Determine all reactions at A and D. 80 lb/ft 30°/ 8 ft B 4 ft D 390 lb 12/12 3 ftAnswer the following and show your solutions: Problem Calculate for the support reactions of the beam shown ( 10 kN 8 kN/m 8 kN 15 kN.m hinge 75 2.5 m 2 m 3 m 3m 3 m 4 mQuestion 5 Find the supportive force system for the cantilever beam shown pinned at C. Given data: Point load, Not yet answered P=380 N and distributed load, w=80 N/m. Marked out of 5.00 on 7 m 2 m A 5 m- 5 m- Supportive force system Ax= Ay= Сх- N Су- By= N
- 2. A simply supported rectangular concrete beam of span 8m has to be prestressed with a force of 1600 kN. The tendon is of parabolic profile having zero eccentricity at the supports. The beam has to carry an external uniformly distributed load of intensity 30 kN/m. Neglecting the self- weight of the beam, the maximum dip (in meters, up to two decimal places) of the tendon at the mid-span to balance the external load should be? Span of the beam, L = 8m Prestressing force, P = 1600 kN %3D U.D.L. on the beam, w = 30 kN/m Maximum dip of tendon to balance the external load e = ?A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft, Lac = 2 ft, Lcp = 4 ft, LDE = 4 ft, Pc= 1850 lb, PE = 2160 lb, WAB = 830 lb/ft, b1 = 10 in., b₂ = 2 in., b3 = 6 in., d₁ = 2 in., d₂ = 11 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress o at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Answers: (a) OT = (b) oc= i i WAB LAB B Pc LBC b₁ b3 C LCD -b₂ psi. psi. D d₁ LDE d₂ d3 PE E XQ2: A simply supported beam has a span of 4m and carries a uniformly distributed load of 60 kN/m together with a central concentrated load of 40 kN. Draw the S.F. and B.M. diagrams for the beam, (see Figure (1)). 40KN 60KN/m Figure (1)
- A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft. LBc=2 ft, LCD= 4 ft, LDE= 4 ft, Pc = 1850 lb, PE = 2160 lb, WAB = 830 lb/ft, b₁ = 10 in., b2= 2 in., b3 = 6 in., d₁ = 2 in., d₂= 11 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Answers: (a) σT = (b) a = WAB LAB i 545.779 706.391 B Pc LBC b₁ b3 C LCD -b₂ psi. psi. D ↓ d₁ LDE d₂ PE EA flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft. LBc = 2 ft, LCD = 4 ft, LDE = 4 ft, PC= 1850 lb, PE = 2160 lb, WAB = 830 lb/ft, b₁ = 10 in., b₂ = 2 in., b3 = 6 in., d₁= 2 in., d₂ = 11 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Answers: (a) σT = (b) a = i WAB LAB 666.41 864.39 B Pc 1 LBC b₁ b3 C LCD -b₂ psi. psi. D d₁ d3 LDE PE E XA flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 7 ft. LBC= 2 ft, LCD= 4 ft,LDE = 3 ft, Pc= 1720 lb, Pe=2360 lb, WAB=850 lb/ft, b₂ = 8 in., b₂ = 2 in., b3 = 4 in., d₁ = 2 in., d₂ = 12 in., d3= 2 in. Consider the entire 16-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress ocat any location along the beam. Answers: (a) OT (b) oc= i = i WAB LAB B Pc LBC b₁ b3 C LCD ·b₂ OD psi. psi. d₁ d3 LDE PE E