Hinge supported beam is loaded by two concentrated forces and a couple. F2 F₁ F₂ M 1 1, 1 3 Given: 11=20cm; 12=60cm; 13=70cm; F1=-189N; F2=-133N; M= 10N·m. Find: algebraical value of reactive force (in N) of fixed hinge (left support), considering it to be positive if directed upwards and negative if downwards. Answer:
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- A cargo ship is tied down to marine boll arts at a number of points along its length while its cargo is unloaded by a container handling crane. Each bollard is fastened to the wharf using anchor bolts. Three cables having known tension force magnitudes F, = ll0 kN.F, = 85kN.and F, 9OkNare secured to one bollard at a point A with coordinates (0.0.45 m. 0) in the x-r-: coordinate system shown in the figure part b. Each cable force is directed at an attachment point on the ship. Force F, is directed from point A to a point on the ship having coordinates (3 m, 9 m. 0) force F, is directed at a point with coordinates (6.5 m. 8.5 m. 2 m) and force F, is directed at a point with coordinates (8 m. 9 m. S m). The diameter of each anchor bolts is 4 24 mm. (a) Find the reaction forces and reaction moments at the base of the bollard. (b) Calculate the average shear stress in the anchor bolts (in the x-: plane). Assume each bolt cart ics an equal share of the total force.Solve the preceding problem for the following data: b = 8.0 in., k = 16 lb/in., a = 45°, and P = 10 lb.Hinge supported frame is loaded by two concentrated forces and a couple. M F1 a b F, Given: a = 40cm; b = 60cm; c = 60cm; F1= 60N; F2= -30N; M= -70N•M. Find: algebraical value of reactive force (in N) of movable hinge (right support), considering it to be positive if directed upwards and negative if downwards. Ответ:
- Hinge supported beam is loaded by two concentrated forces and a couple. M. F, F, 4 Given: /=20cm; l2=80cm; l3=40cm; F1= -150N; F2= 450N; M= -2ON:m. Find: algebraical value of reactive force (in N) of movable hinge (right support), considering it to be positive if directed upwards and negative if downwards.Hinge supported beam is loaded by two concentrated forces and a couple. M F. F, Given: 4=40cm; 2=80cm; l3=80cm; F1= -120N; F2= -390N; M= 100N·m. Find: algebraical value of reactive force (in N) of movable hinge (right support), considering it to be positive if directed upwards and negative if downwards. Ответ:Cantilever beam is loaded by two concentrated forces and a couple. F, M F2 4 Given: 11= 10cm; l 2 = 26cm; 1 3 = 19cm; F1 = -137N; F 2 = 120N; M= 246N m. Find: algebraical value of reactive moment (in N m) applied at fixed point (considering counterclockwise direction as positive and clockwise as negative). Answer:
- Hinge supported beam is loaded by two concentrated forces and a couple. M F, F, 4 Given: /1=30cm; 2=80cm; l3=50cm; F1= 20N; F2= -60N; M= -180N m. Find: algebraical value of reactive force (in N) of fixed hinge (left support), considering it to be positive if directed upwards and negative if downwards. Ответ:Cantilever beam is loaded by two concentrated forces and a couple. F2 M 4 4 1, Given: 11= 13cm; l 2 = 28cm; 13 = 19cm; F1 = 283N; F 2 = -54N; M= -7N m. Find: algebraical value of reactive moment (in N m) applied at fixed point (considering counterclockwise direction as positive and clockwise as negative). Answer:Horizontal cantilever shart with disks is loaded by 2 concentrated forces. 1 \F1 F2 Given: 1-26cm; l,-32cm; n-27cm; r-10cm; F1= 100N; F,= -25ON. Find: absolute value of reactive moment (in N-m) applied at fixed point. 2.
- Use the method of SECTIONS to find the true magnitude and direction in bar HG of the truss shown below in Fig 3.5 -500lb -100lb A 45° -200lb H -100lb 2 B -200lb -200lb MAGNITUDE AND DIRECTION OF SUPPORTS -500lb H -100lb 45° 2¹ C2D 2¹ Fig 3.5. -200lb -100lb LI 2 B 2₁ 2₁ D 2₁ ECantilever frame is loaded by two concentrated forces and a couple. F2 F1 M Given: a = 34cm; b = 43cm; F1 = 193N; F 2 = -279N; M= 170N m. Find: algebraical value of reactive moment (in N m) applied at fixed point (considering counterclockwise direction as positive and clockwise as negative). Answer:The simply supported beam is subjected to the loads as described in the figure and parameter table. Neglecting the thickness of the beam, calculate the horizontal and vertical support reactions at A and B. F A B C -4*- L3 parameter value units L1 L2 L3 ft 4 ft 6 ft theta 65 F 200 lb M 500 lb-ft For the answers, take to the right and up to be the positive directions. The support reaction at A in the z direction is NAz- lb The support reaction at A in the y direction is NAy- lb The support reaction at Bin the z direction is NB= lb The support reaction at Bin the y direction is NBy= lb