MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605521
Author: HIBBELER
Publisher: RENT PEARS
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Chapter 12.4, Problem 72P
The two force components act on the tire of the automobile. The tire is fixed to the axle, which is supported by bearings at A and B. Determine the maximum deflection of the axle. Assume that the bearings resist only vertical loads. The thrust on the axle is resisted at C. The axle has a diameter of 1.25 in. and is made of A-36 steel. Neglect the effect of axial load on deflection.
Prob. 12–72
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Chapter 12 Solutions
MECHANICS OF MATERIALS
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- Determine the maximum deflection of the axle. Assume that the bearings resist only vertical loads. The thrust on the axle is resisted at C. The axle has a diameter of 1.11 in. and is made of A-36 steel. Neglect the effect of axial load on deflection.arrow_forwardAxial Deflection Prob 4. The assembly consists of two A-36 steel rods and a rigid bar BD. Each rod has a diameter of 0.75 in. If a force of 10 kip is applied to the bar, determine the angle of tilt of the bar. 2 11 B -1.25 ft- 0.75 ft 10 kip 3 ft 1 ftarrow_forward4. Determine the deflection of end C of the 100-mm-diameter solid circular shaft. Take E = 200 GPa. C B -2 m 1 m- 6 kNarrow_forward
- Determine the slope of the 50-mm-diameter A-36 steel shaft at the journal bearings at A and B. The bearings exert only vertical reactions on the shaft.arrow_forward12-31. The shaft is made of steel and has a diameter of 15 mm. Determine its maximum deflection. The bearings at A and B exert only vertical reactions on the shaft. Est = 200 GPa. -200 mm- 250 N 15 mm -300 mm- Prob. 12-31 80 N -200 mm- Barrow_forwardThe two A-36 steel bars have a thickness of 1 in. and a width of 4 in. They are designed to act as a spring for the machine which exerts a force of 4 kip on them at A and B. If the supports exert only vertical forces on the bars, determine the maximum deflection of the bottom bar.arrow_forward
- The steel beam has a fixed support at A and a redundant hanger at B. The hanger rod has a cross sectional area of 3 in2. The member A-B has a moment of inertia I=300 in4. Determine: If the hanger were not attached at B, what would be the deflection at point B (E=29000 ksi)? With the hanger attached at B, determine the force carried in the rod BC. The stress carried in the rod BC. The reactions in the fixed support at A.arrow_forwardThe pipe assembly consists of three equal-sized pipes with flexibility stiffness EI and torsional stiffness GJ. Determine the vertical deflection at A.arrow_forwardNonearrow_forward
- 16-51. Detemine the vertical deflection and slope at the cnd A of the bracket. Assume that the bracket is fixed supported at its base, and neglect the axial deformation of segment AB. El is constant. 4 kN/m 400 N -100 mm- 75 mmarrow_forwardDetermine the deflection at x=2.5 m and x=8.arrow_forwardF16-5. Determine the maximum deflection of the simply supported beam. E = 200 GPa and / = 39.9(10) m. 40 kN m 10 kN-m -6 m-arrow_forward
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