20 kN/m 2m Determine reactions in A and tension in cable as shown in figure? 1 A 300 KN 8 m + 3 m + 30 kN/m All 6m 4m Cable
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Q: F = 300N 1m 1m P = 400 N
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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.Repeat 1.3-9 but use the method of sections go find member forces in AC and BD.Solve the preceding problem for W = 1.0 lb. h = 12 in.,and k =0.511,/in.
- A polyethylene tube (length L) has a cap that when installed compresses a spring (with under-formed length L1) by an amount ?? = (L1 = L). Ignore deformations of the cap and base. Use the force at the base of the spring as the redundant. Use numerical properties given in the boxes. (a) What is the resulting Force-in the spring, Fk? (b) What is the resulting Force in the tube, Ftl (c) What is the filial length of the tube, Lf? (d) What temperature change ?T inside the tube will result in zero force in the springWhat would be the maximum weight W of the block, shown in the following figure, so that the tension developed in any cable does not exceed 600 N: A 30° 40°7 B Select one:The weight of the linkage AB =BC= 20KG .Find the force acts on bar BC -875 mm- B 400 625 mm 30 60 F = 800 N
- 5) In the figure shown below the person pulls the cable vertically downward to move box number 1, find the amount of tension in the cable at the start of the motion, assuming W1=W2= 500 N, µ1=0.3 and p2=0.6. 2mProblem # AJ Assuming it can ONLY take tension, find the Tension in the cable "AC" B) Calculate the reactions at points "C" and "B“G - Useithe below figure and ignore self-welght 350 mm 742 mm- B. SI0 mm 240 mm 450 mm- 41° 5 kNConsider the bracket shown in Fig-3. If: • F1 = 10 lb @ -90° • a = 2 ft • b = 4 ft • c = 1 ft then, what is the direction of the vertical reaction at point 'D? 0° 90° 180° O 270°
- RAX M A 0 F RAY Enter FAP: kN F₂ The figure above is a pin-joint frame with angle = 30° between members AF and AB. (Note that the diagram is not to scale). Given that the reaction forces at the support A are given by RAX = 10kN and RAY = 25kN, calculate the forces in members AB and AF, denoted by FAB and FAP respectively. Enter your answers in kilonewtons (kN) correct to 2 decimal places in the boxes below: Enter FAB KN D RDYAt the figure below you see a group of 2 springs – C1 and C2. Determine the type of connection (parallel or serial) and write the formula for the overall spring stiffness CΣ. Calculate the overall sprig deformation if F = 500 N, C1 = 100 N/mm, C2 = 230 N/mmQ 2: The homogeneous wire ADOBC is bent into a semicircular arc and two straight section as shown. It is attached to a ball and socket at O and also to the cable AE. Dimensions are BC=20mm, BO=40mm,OE=90mm, R=60mm. Load conditions are; F=20 N single load direction E to D point , V=10 N force couple at B and C point , q N/mm distributed load on OB , homogeneous wire weight is neglected. Determine a) The reaction force at O point is a ball and socket b) The tension in cable AE. c) q (N/mm) distributed load value. E D 40 mm 60 my 20 mm