-XB 4 m 6 m 600 N 1m D. |-2 m-| Probs. 7-97/98
Q: The cable will fail when subjected to a tension of 2 kN. Determine the largest vertical load P the…
A: The free body diagram of the given figure is shown below.
Q: The cable is subjected to a 150-N horizontal force at B, and an 80-N vertical force at C. Determine…
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Q: Refer to Fig. 2.4. The tension in the cable BD is 1 kN. As a result, cable BD exerts a 1-kN force…
A: The given figure is shown below:
Q: 1. The cable is attached to a fixed support at A and a moveable support at B. If the cable is 80-ft…
A: to determine force F and sag
Q: DETERMINE THE FORCES OF SEGMENTS AB and CD OF THE CABLE SHOWN. DETERMINE ALSO THE VALUE OF P. 3m 4 m…
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Q: . The cable supports the loading shown. Detemine the magnitude of the vertical force P so that yc =…
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Q: A cable and pully system bring the pole ABC to a vertical psosition. The cable has tensile force T.…
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Q: Determine the force P needed to hold the cable in the position shown, i.e., so segment BC remains…
A: The given figure is shown below:
Q: 3 Determine the magnitudes of the two components of the 600-N force, one directed along the cable AC…
A: Given :
Q: The cable in Figure P6.2 supports four sim-ply supported girders uniformly loaded with 6 kips/ft.(a)…
A: Use general cable theorem: Load to main cable @points B,C and D= 25 (4k/ft) =100 kips a.@ C at…
Q: 3. The pulley-cable system supports the 150-lb weight. The weights of the pulleys and the horizontal…
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Q: Determine the reactions at supports A and E and the maximum tension in the cable. Also established…
A: The given figure is shown below:
Q: Determine the resultant of the forces exerted at point B if the tension in each cable is 450 N. 2m…
A: Express each force as Cartesian vector. Then sum up the two Cartesian vectors to obtain the…
Q: Compute
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Q: The cable supports a girder which weighs 850 lb/ft.Determine the tension in the cable at points A,…
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Q: the two sides are held together by a cable placed every 3 m along the length of the trough.…
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Q: The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 620…
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Q: В A 360 N
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Q: 6.87 The cable is subjected to a 150-lb horizontal force at B, and an 80-lb vertical force at C.…
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Q: Determine the tension in cable AB and the horizontal and vertical reaction components pin C exert on…
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Q: Find the tension in leg AC of the cable if the sag, h = 4¹. с 400#
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Q: 2 m- 1m – 4 m - B 1 m |C 8 kN
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Q: 3. The cable supports the three loads shown. Determine the magnitude of P, If P - 3 kN and yo 0.8 m.…
A: Consider the free body diagram of the frame shown below. From the figure.…
Q: The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 680…
A: The given figure is shown below:
Q: 5-3. Determine the force P needed to hold the cable in the position shown, i.e., so segment BC…
A: Solution: Considering the Free Body diagram:
Q: Question 3 The cable BC exerts a 1600 lb force F on the hook at B. Determine rAB X F. 6 ft FAR 12…
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Q: The boom supports the two vertical loads. Neglect the size of the collars at D and B and the…
A: - Free Body Diagram - Horizontal Component of Force at Pin A, Fx= F1Sin30 + F2Sin30 Fx= (800*0.5)…
Q: The cable supports the three loads shown.Determine the sags yB and yD of B and D. Take P1 = 800 N,…
A: Given: The cable supports the three loads shown.The sags yB and yD of B and D. Take P1 = 800 N, P2 =…
Q: Determine the maximum mass of the crate so that the tension developed in any cable does not exceeded…
A: The free body diagram of the ring at A is as follows:
Q: 7 ft A 4 ft B 50 lb -5 ft- 4 ft C -3 ft 100 lb D
A: GIVEN: TO DETERMINE: Tension in segment AB of the given cable. CONCEPT: Use Moment Equilibrium…
Q: Calculate the force in cable CD and the reaction at O. Assume that O, A, and B are ball-and-socket…
A: Assume the tension in the cable CD is T and member OA is a two-force member. So it is subjected to…
Q: 3. The boom AC is a 4-in. square steel tube with a wall thickness of 0.25 in. The boom is supported…
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Q: The cable segments support the loading shown. Determine the distance y, from the force at C to point…
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Q: The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 880…
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Q: The cable supports the uniform load of wo 850 lb/ ft. Determine the tension in the cable at each…
A: the given uniformly distributed load is 850lb/ft as shown in the given figure below:
Q: The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 640…
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Q: The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 740…
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Q: . Cable ABC supports the 120 kg uniform beam. Determine the maximum tension in this cable and the…
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Q: Frame OAB is supported by a ball and sockets at O and B in addition to the cable CD. The frame is…
A: The given figure is shown below:
Q: Determine the tension in each segment of the cable and the distance yD.
A: Applying method of joints Joint B:→+∑Fx=0FBCcosθ-FBA465=0 1+∑Fy=0FBA765-FBCsinθ-50=0…
Q: The cable AB prevents bar OA from rotating clockwise about the pivot O. If the cable tension is 830…
A: Please refer the attached image for complete solution. THANK YOU !
Q: Cables AB and AC are connected at point A at a height of 10 m from ground. The magnitude of the…
A: Vectors:A =(0,10,0)B =(0,0,12)C =(16,0,14)AB→ =0i^ -10j^ +12k^AC→ =16i^ -10j^ +14k^
Q: 1.56 The vertical post is secured by three cables. The cables are pre-tensioned so that the…
A: The given figure is shown below:
Q: The cable supports the loading shown. Determine the magnitude of the horizontal force P so that…
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Q: 7-97. The cable supports the loading shown. Determine the distance xg the force at B acts from A.…
A: Given Data: The force P is P = 800 N. To Determine: The distance xB the force at B acts from A.
Q: v the FBD. Find the support reactions in A and tension force in the cable. P = 8 KN. 0.5m 0.75m…
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Q: Auniform cable weighing 15N/m is suspended from points A and B. The force in the cable at B is known…
A: We have been given the following informationA uniform cable weighing 15 N/m is suspended from points…
Q: 6. Two cables are tied together at C and loaded as shown. Determine the tension in cable AC and BC.…
A: Given:Load at C=1.95 KNLet,TAC=Tension in the cable ACTBC=Tension in the cable BCθ=Angle made by the…
Q: cable in the position shown, i.e., so segment BC rema horizontal. -1. Determine the tension in each…
A: As per guidelines we need to answer only first question so please repost rest questions separately.
The cable supports the loading shown. Determine the magnitude of the horizontal force P so that xB = 5 m.
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- At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mmPrblm 4c,Draw a shear diagram Cx = 0 Cy=30 Mc = -210 V {0<=x<8} = 0 V { 8< x <=14} = -5 (x-8)
- The riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If allowable bearing stress in holes is 1.2Fu where Fu is the ultimate strength of the plate and which is equal to 400 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 563.3 kN b. 460.8 kN c. 683. 6 kN d. 405.9 kN 2. If allowable yielding of gross area is Fy/1.67, where Fy is the yield strength of the plate and which is equal to 250 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 534 kN b. 560 kN c. 446 kN d. 503 kN 3. If diameter of hole equals diameter of rivet, what is the net area of edge-3-4-edge in square millimeters? a. 2540 b. 2590 c. 2880 d. 2040The steel truss supports a 6000-lb load. The cross-sectional areas of themembers are 0.5 in.2forABand 0.75 in.2forBC. Compute the horizontal displace-ment ofBusingE¼29106psi. ans. no. 10 only , GIVEN, REQD AND COMPLETE SOLUTION: At a cross section in a T-beam with flange width b= 600 mm,effective depth d=375 mm, flange thickness hf=125 mm, width of web bw=200mm,flexural reinforcement=4T32, Design ultimate shear force V = 157.5 kN. Determine thespacing of 10 mm diameter links. Assume fcu= 30 N/mm2, fyv=250 N/mm2 fcu=30N/mm2
- A tee section is made up of a 30 mm *150 mm flange and a 30 mm * 160 mm web. 5. Which of the following most nearly give the location of the neutral axis from the buttom of top of the flange. A. 64 mm B.68 mm C.51 mm D.84mmAns- 5121 KsiRigid members ABC and DEF are joined bysteel (Es = 180 GPa) links BE and CF. The steellinks consist of rectangular plates with crosssectional dimensions 25x35-mm. Determine:a) the change in length of BE and CFb) the distance between pts. A and D after theloading is applied. Pts. A and D are 240mm apart prior to the applied loading.
- FOLLOW INSTRUCTIONS AND WITH FBD FOR UPVOTE THANKS. DO AMM ONLY. DO AMM ONLYNote: a= 4b= 2A flange bolt coupling has ten steel 25.4 mm diameter bolts evenly tighten around a 415 mm bolt circle. Determine the torque capacity of the connection if the allowable shearing stress in the bolt is 50 MN/m2 . A. 59.95 kN - m B. 52.6 kN - m C. 46.15 kN - m D. 43.8 kN – m