7-9. Determine the resultant internal loading on the cross section through point D of the pliers. 20 N -120 mm- 40 mm- 15 mm. -80 mm 30 20 N
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Q: 7-2. A force of 80 N is supported by the bracket as shown. Determine the resultant internal loadings…
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Q: explain how to find the resultant internal loading acting on the cross section at point A. Draw all…
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Q: 7-23. The metal stud punch is subjected to a force of 120 N on the handle. Determine the magnitude…
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A: Shear force at any section is the summation of all shear forces acting on either side of that…
Q: 1-1. The shaft is supported by a smooth thrust bearing at B and a journal bearing at C. Determine…
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Q: 7-3. The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B.…
A: Draw the FBD for the above problem.
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Q: 1-3. Determine the resultant internal torque acting on the cross sections through points B and C.
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Q: 7-6. Determine the resultant internal normal and shear force in the member at (a) section a-a and…
A: According to given condition for part a, ∑Fx=0Na-2000=0Na=2000 N∑Fy=0Va=0 N
Q: 7-19. The shaft is supported at its ends by two bearings A and B and is subjected to the forces…
A: Consider the free body diagram of shaft AB as shown below.
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Q: explain how to find the resultant internal loading acting on the cross section at point A. Draw all…
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Q: 7-10. The beam supports the distributed load shown. Determine the resultant internal loadings acting…
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Q: 7-1. The shaft is supported by a smooth thrust bearing at B and a journal bearing at C. Determine…
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Q: *7-80. Determine the shear strain Yay at corners D and C if the plastic distorts as shown by the…
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Q: Determine the resultant internal loadings on the cross section at points D, E and F
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Q: The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Determine…
A: Let us draw the all the reactions forces
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Q: 7-8. Determine the internal shear force and moment acting at point Cin the beam. 900 lb - ft 500…
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Q: Please find the question attached.
A: Given data as per question
Q: F6-13. If the beam is subjected to a bending moment of M = 5 kN m, determine the bending stress…
A: The bending stress developed at point A is 1.98 MPa.
Q: F7-10. If the 600-kN force acts through the centroid of the cross section, determine the location y…
A: force acts through the centroid of the cross section=600 kN
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- 1-2. A force of 80 N is supported by the bracket as shown. Determine the resultant internal loadings acting on the section through point A. 0.3 m 30° 0.1 m 80 N 40°-1-18. The bolt shank is subjected to a tension of 80 lb. Determine the resultant internal loadings acting on the cross section at point C. 6 in. 90° B1-1 Determine the resultant internal normal force acting on the cross section through point A in each column. In (a), segment BC weighs 180 lb/ft and segment CD weighs 250 lb/ft. In (b), the column has a mass of 200 kg/m. 5 kip |8 kN B 200 mm 200 mm 6 kN| 6 kN 10 ft 8 in. 3 m 8 in. 200 mm 200 mm 3 kip 3 kip 4.5 kN 14.5 kN C 4 ft A A 4 ft I m D (а) (h)
- Determine the distance that end A of the rigid bar moves downward, if end C moves upward by 0.06 in.This shoulder bolt is composed of hot-rolled monel. The head of the shoulder bolt is a regular hexagon and it measures 6 mm across opposite flats. The other dimensions of the bolt are given below, as well as the forces to which this component is subjected. Find the change in length of each segment of the part as well as the overall change in length from A to D F_A = 4.8 kN F_B = 5.1 kN F_C =1.6 kN F_D = 1.9 kN a = 4mm b = 4.1 cm c = 6.8 cm d_s = 5 mm d_t (effective) = 3mm Assume:∙ Bearing stress between threads of the bolt and the nut may be neglected∙ Stress concentration effects may be neglected∙ The force that the nut applies may be treated as a concentrated force.∙ The nut may be treated as rigid.∙ The forces applied to the nut and the shoulders of the bolt are distributed evenly around their perimeters δAB = δBC = δCD = δoverall =Determine the resultant internal loadings at cross-sections at points E and F on the assembly.
- 1-1. A force of 80 N is supported by the bracket as shown. Determine the resultant internal loadings acting on the section through point A. 0.3 m 0.1m 80 N 1-2. Determine the resultant internal loadings on the cross section at point D. 1 m 2 m 1.25 kN/m DE B. 1.5 m 0.5 m'0.5 m '0.5 m *1-4. 600 N/m The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Determine the resultant internal loadings acting on the cross section at C. -1m--1m -1m--15m-15m- 900 N 0.2 m 02 m *1-8. 0.4 m 0.6 m The floor crane is used to lift a 600-kg concrete pipe. Determine the resultant internal loadings acting on the cross section at G. E 03m 05 m1-74. Member B is subjected to a compressive force of 3 kN. If A and B are both made of wood and are 40 mm thick, determine to the nearest multiples of 5 mm the smallest dimension a of the support so that the average shear stress along the blue line does not exceed Tallow = 0.35 MPa. Neglect friction. 3 kN1-3. The beam AB is fixed to the wall and has a uniform weight of 80 lb/ft. If the trolley supports a load of 1500 lb, determine the resultant internal loadings acting on the cross sections through points C and D. -20 ft- 10 ft -3 ft- B -5 ft D 1500 lb
- 1-7. The cable will fail when subjected to a tension of 800ON Determine the largest vertical load P the frame will support and calculate the internal normal force, shear force, and moment at the cross section through point C for this loading. B 0.1' m 0.5 m A -0.75 m- -0.75 m -0.75 m PSolve Prob. 7.29 if =0.R2-7. Determine the angle 0 between the edges of the sheet-metal bracket. -400 mm 250 mm x. 300 mm 50 mm