4.152 Compute the forces in members EF, NF, and NO. LMNO 300 KN P -8 pancls e5 m - 40 m- Dimensions in meters 53 09
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- Q.5. Compute the forces in each ball-and-socket joint (A, B, C, D, E) of the given loaded frame. In the figure, the 10-kN force is parallel to the y-axis, and the 6-kN force is parallel to the x-axis. 4 m ed-Mar 26, 2023, 8:59 10 kN 9 m 7m B C 7m 6 kN A4m 5 m du ar 26, 2023, 8:59:2 D'y4.9 A steel strip of cross-section 5 cm by 1.25 cm is bolted to two copper strips, each of cross-section 5 cm by 0.9375 cm, there being two bolts on the line of pull. Show that, neglecting friction and the deformation of the bolts, a pull applied to the joint will be shared by the bolts in the ratio 3 to 4. Assume that E for steel is twice E for copper.Problem 2 - Member AB has a parabolic shape. Determine the internal forces at point D. Parabola vertex 0gm 0.6m A 500N 1.2M
- 4.26 The homogeneous bar AB weighs 25 Ib. Determine the magnitudes of the forces acting on the bar at A and B. Neglect friction.5 kN -1.5 m- 45° Consider the three bars shown: ABD, BC and DCE. The 5 kN force acts only on bar ABD. Likewise, the 3 kNm couple moment also acts only on bar ABD. Pin D connects bars ABD and DCE, and bar BC is connected to bars ABD 1.5 m and DCE by pins at B and C, respectively. a. Obtain all support reactions at pin A, rocker at E, and the force along bar BC. The pin at B is subjected to single shear, and the pin at A is subjected to double shear. If the maximum allowable shear stress for the pin material is 50 MPa, determine the minimum 3 kNm Allowable diameter of pins A and B, respectively. Draw state of stress on volume elements taken from pins B and A, separately. 1.5 m d. If diameter of bar BC is 37.5 mm, determine the average normal stress along bar BC.The bent bar as shown below is supported by a cable AE, a ball-and-socke joint at O, and a journal (slider) bearing at D. At the journal bearing D, the mome support reactions and the force support reaction along y-axis are zero. The 2-kip force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point B Determine the tension in the cable AE and the support reactions at O and D. A 4 ft X MEST Z 6 kip-ft 2 ft B 2ft 2 kips 3 ft [ 1 kip = Lo = 1000 lb. 1 E 14 ft y
- The bent bar as shown below is supported by a cable AE, a ball-and-socke joint at O, and a journal (slider) bearing at D. At the journal bearing D, the mome support reactions and the force support reaction along y-axis are zero. The 2-kip force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point E Determine the tension in the cable AE and the support reactions at O and D. X 4 ft MEST Z 6 kip-ft 2 ft B 2ft 2 kips 3 ft De [ 1 kip = 1000 lb. 1. E 1 1 14 ft it T3.18. A block with a mass of 150-kg is supported by a cable which passes over a 150-mm diameter pulley that is attached to a frame as shown in the figure. Detemine all forces acting on member BCD of the frame. 400 mm 200- mm 70° 450 mm 3.(6) 7. Given: The force system shown. Draw a F.B.D. of Point C and, Find the internal forces in members AC and BC. CABLE 3m STRUT 4m W= 285KN
- Problem 05 The resultant of the three cable tensions acting on the flagpole is the force R acting vertically at O and T3 = 500 N. %3D 8 m B. T3=500 C. -y. 3 m 3 m T2 D 2 m T1 Find the value of T1. 2 Find the value of T2. 3 Find the value of R.A bent pipe is connected by a thrust bearing and a cable asshown. If a Force, F = 195 lb, is applied, what are the reactions at the thrust bearing and in the cable. The dimensions shown are a = 7.2 ft, b = 6.2 ft, and c = 4.6 ft.Q.5) The bent bar as shown below is supported by a cable AE, a ball-and-socket joint at O, and a journal (slider) bearing at D. At the journal bearing D, the momen support reactions and the force support reaction along y-axis are zero. The 2-kip force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point B. Determine the tension in the cable AE and the support reactions at O and D. X A / 0 4 ft Z 16 kip-ft 2 ft B 2 ft 2 kips BANES 3 ft [ 1 kip = 1000 lb. ] E 14 ft y