6-52 Determine the reactions at supports A and B of the curved bar shown in Fie. 3 kN 4 kN 0.5 m Im -2 m 1m B 2 kN 1.5 m 2 m
Q: 10. Determine the total support reactions at A and B for the truss loaded below. -5 at 3 m 15 m 12…
A: The free-body diagram of the structure is given as,
Q: 4 @ 4m=16m- A B C D G 60 kips L. -5@ 3m=15 m-
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Q: The total load W is to be lifted using the mast hinged at B. The mast is of uniform section and…
A: A tensile force is always going outward from its point of application. The mast is used for the…
Q: 6-91* A bar is supported by a ball-and-socket joint and two cables as shown in Fig. at support A…
A: Let point where downward force is acting be o Co-ordinates of points in question are A (0,0,0) B…
Q: 6-23. The Fink truss supports the loads shown. Determine the force in each member and state if the…
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Q: 6-6. Determine the force in each member of the truss, and state if the members are in tension or…
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Q: BONUS FOR QUIZ NO. 1 AND NO. 2 Given the Truss as shown below with load P and dimension L. Using…
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Q: 6-54.) Determine the force in members J/ and DE of the K truss. Indicate if the members are in…
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Q: 6-5. Determine the force in each member of the truss, and state if the members are in tension or…
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Q: 5-39. Determine the reactions at the supports A, C, and E of the compound beam. 12 kN 3 kN/m -3m- 6m
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Q: Solve for the reactions and the internal forces of all the members. SPACE TRUSS B D F-(100SN) |b E 4…
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Q: 40 kN -2 m- -2 m D 30° А, C В The truss above is supported by a roller at point A and a pin at point…
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Q: P5-2. Identify the zero-force members in each truss 800 N F3m 3 m 3 m-
A: Consider the free body diagram of the given truss as shown below. From the moment equilibrium about…
Q: Calculate the horizontal reaction at the hinge support A of the equilibrium rigid body shown in the…
A: The free body diagram of the beam is a follows:
Q: 6-13. Determine the force in each member of the truss in terms of the load P and state if the…
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Q: Member AB is supported by a roller at A and a pin at B. Draw the FBD and determine the reaction…
A: Let's mark the angle θ as shown in above figure, such that, sin θ= 1213 and cos θ= 513.
Q: 6-40 An angle bracket is loaded and supported as shown in Fig. Determine the reactions at supports A…
A: at Pt. A angle bracket has a pin joint and at Pt. B it has roller support. The free body diagram of…
Q: A drawbridge is being raised by a cable EI. The four joint loadings shown result from the weight of…
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Q: 6-47 A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and weighs…
A: Given data: The weight of the beam is; w = 975 lb. The concentrated force acting at the right end of…
Q: 150 kN 3 m 60 200 kN B -2 panels at 4 m = 8 m EA = constant
A: given; →load at D ,(P1)=150KN→load at B (P2)=200KN with angle θ=600→BD=3m→AB=BC=4m→lets take…
Q: 6-43 Determine the reactions at supports A and B of the curved bar shown in Fig 30 50 Ib 6 in. 8…
A: Free-body diagram of the beam is given as, On taking equilibrium of forces in a horizontal…
Q: 6-34 A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and a mass…
A: Given mass of beam (m) = 180 kg To determine Reactions at support A
Q: 6-95 A curved slender bar is loaded and supported as shown in Fig and B and the tension T in the…
A: Consider the free body diagram of the given figure as shown below.
Q: *5-28. Determine the force in members EF, BE, BC, and BF of the truss and state if these members are…
A: Given Applied load P1 = 9 kN P2 = 12 kN P3 = 6 kN To find Forces FEF FBE FBC FBF
Q: 6-37 A structural member is loaded and supported as shown in Fig. tion and weighs 208 lb. Determine…
A: Given Data: The weight of the member is W = 208 lb. The free-body diagram of the member can be…
Q: 6-48* A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and a…
A: Given Data: The mass of the beam is M = 275 kg. The triangular load varies from w1 =0 to w2 = 4200…
Q: 6-30. Determine the force in members CD,HI,and CH of the truss, and state if the members are in…
A: Truss constitutes of various rods or bars in a specific pattern such that it can bear various forces…
Q: 6-51 A lever is loaded and supported as shown in Fig. Determine the force exerted on the lever by…
A: Given: The length of AB is AB =12 in. The length of AC is AC= 6 in. Calculate the length of CD by…
Q: The total load W is to be lifted using the mast hinged at B. The mast is of uniform section and…
A: GIVEN: Weight: W=36KN Length of rope AC : L=92+122=15m FREE BODY DIAGRAM: CALCULATING ANGLES:-…
Q: 6-33 A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and weighs…
A: Given Data: Force applied on beam is F = 2500 lb. Length of beam is L = 12 ft. The weight of beam…
Q: *6-16. Determine the force in each member of the truss. State whether the members are in tension or…
A: GIVEN DATA A TRUSS IS GIVEN WE HAVE TO FIND FORCES IN ALL MEMBER
Q: 250 Ib סרן 3.18. The beam A is supported by a roller at B and is pin con- nected at C. tions at the…
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Q: *5-8. Determine the force in each member of the truss and state if the members are in tension or…
A: Given: P1=45 kNP1=30 kN At joint C Ballance the forces in x and y direction,…
Q: *5-24. Determine the force in members ED, EH, and GH of the truss and state if the members are in…
A: Given data To determine the forces in the members ED EH and GH
Q: 30 kip 5 kip/ft
A: To determine the support reaction at B we will first draw the free body diagram.
Q: 5-15. Determine the force in each member of the truss and state if the members are in tension or…
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Q: 6-96 Determine the reactions at supports A and B of the truss shown in Fig. 2 KN 3 kN 5 kN 2 m 2 m 2…
A: Calculate the angle formed by the forces with the horizontal as follows: tanθ=52θ=tan-152=68.20°…
Q: 7-18 Determine the forces in members BC, BE, and CE of the truss shown in Fig. The length of all…
A: Taking the forces at point D. The free body diagram is given below, The expression that can be…
Q: *5-56. Two smooth tubes A and B, each having the same wright, W, are anepended from a eommon point O…
A: The free-body diagram of the system is: In triangle ACO, the angle OAC is: In triangle ACD, the…
Q: 7-22 Determine the forces in members CD, DI, and HI of the truss shown in Fig. 18 kN 10 kN 14 kN E 3…
A: we have given truss in which three load acting on it. first we will find reacting force and then we…
Q: 6-11. Determine the force in each member of the Pratt truss, and state if the members are in tension…
A: A
Q: Determine the reaction at the support A of the frame. Supply the answer in kips (1000 Ibs).
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Q: 6-30. Determine the force in members CD, HI, and CH of the truss, and state if the members are in…
A: Solution: Cut a section X-X as shown below which passes through members CD, HI and CH:
Q: 6-47* A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and…
A: Resolving the uniformly distributed load of magnitude 400 ×10= 4000 lb , which acts at the mid…
Q: 5-9 4) USE THE METHOD OF SECTIONS TO FIND THE MAGNITUDE AND DIRECTION OF THE FORCE IN MEMBER CD OF…
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Q: *6-44. Determine the force in members JI. EF. EI, and JE of the truss, and state if the members are…
A: GIVEN DATA A PLANE TRUSS GIVEN WE HAVE TO FIND FORCE IN GIVEN MEMBER OF TRUSSES
Q: *6-36. Determine the force in members BC, CG, and GF 3 m 3 m of the Warren truss. Indicate if the…
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Q: -24 in. +6 in.- 2. Determine the horizontal and vertical components of reaction of the pin B. (Ib) 4…
A: Consider vertically upward & horizontally forward force as (+)ve and vertically downward &…
Q: 6-78* The bent bar shown in Fig. two brackets that exert only force reactions on the bar. End C of…
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Q: 4/30 Determine the force in member CM of the loaded truss. 4m+4m+4m+4m4m+4m- E Fl K B N L L. L. A L…
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- Problem Statement Based on Problem 5-11 from the textbook. Determine the reactions at the supports. W=440 N/m a=3.6 m b=2.0m a W B6-91* A bar is supported by a ball-and-socket joint and two cables as shown in Fig. at support A (the ball-and-socket joint) and the tensions in the two cables. Determine the reaction 14 in. 24 in. 16 in. 24 in. 22 in. 16 in. 18 in. 500 lb6-80 Bar AC of Fig. at end C and is supported at end A with a ball-and-socket joint. The cable at B is attached midway between the ends of the bar. Determine the reactions at supports A and C and rests against a smooth surface the tension in the cable at B. 600 mm B 600 mm 800 N D E 400 mm * 400 mm 400 mm *400 mm 800 mm
- For bar shown with fixed ends A and D formulate equations to calculate reactions at the ends mentioned. Draw a diagram showing the variation of the normal forces in the bar. and calculate the reactions for the following values: L1 = 200 mm, A1 = 840 mm2 L2 = 250 mm, A2 = 1260 mm2 PB = 25.5 Kn and PC = 17.0 KN.8-30 A three-bar frame is loaded and supported as shown in Fig. moment transmitted by Determine the internal resisting forces and Section bb in bar ABC. 900 N 250 mm 250 mm B D 300 mm E 300 mm 300 mm 180 mm 180 mmThe compound beam shown in (Eigure 1) is fixed at E and supported by a rocker at A and B. There are hinges (pins) at C and D. The 4-kN load is applied just to the right of the pin at D. Suppose that w = 5 kN/m. Figure 4 kN 6kN I. conf 1 of 1 -2m-2m-2m-3m- 3m ▼ Determine the y component of reaction at A. Express your answer to three significant figures and include the appropriate units. A₁ = Value Submit Part B B, = HA Submit Part C Request Answer Determine the y component of reaction at B. Express your answer to three significant figures and include the appropriate units. Value KN Request Answer ? KN ? Determine the component of reaction at E.. Express your answer to three significant figures and include the appropriate units.
- 4m U 6 m 100 kN 3 m Reaction of AH (RAH)= Reaction of Av (RAV)= Reaction of F (RF)= 4m E 200 kN 3 m F Problem 1: The cross-sectional area of each member is 1200 mm². Solve for the TRUSS REACTIONS of Problem 1. kN kN kNProblem Statement Based on Problem 5-11 from the textbook. Determine the reactions at the supports. W=3.9kN/m a=2.3m b=5.0m Theta 30 degrees a W B6-33 A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and weighs 250 Ib. Determine the reactions at supports A and B. 2500 Ib 6 ft -6 ft- B 45°