9-41. The steel pipe has an inner diameter of 2.75 in. and an outer diameter of 3in. If it is fixed at C and subjected to the horizontal 60-lb force acting on thehandle of the pipe wrench at its end, determine the principal stresses in the pipeat point B, which is located on the outer surface of the pipe.Prob. 9-4112 in.NZAB-xCy12 in.60 lb30°

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Answered: 9-41. The steel pipe has an inner…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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The steel pipe has an inner diameter of 2.75 in. and an outer diameter of 3 in. If it is fixed at C and subjected to the horizontal 60-lb force acting on the handle of the pipe wrench at its end, determine the principal stresses in the pipe at point A, which is located on the outer surface of the pipe.
The thin-walled pipe has an inner diameter of 0.5 in. and a thickness of 0.025 in. If it is subjected to an internal pressure of 500 psi and the axial tension and torsional loadings shown, determine the principal stress at a point on the surface of the pipe.
The rotor shaft of the helicopter is subjected to the tensile force and torque shown when the rotor blades provide the lifting force to suspend the helicopter at midair. If the shaft has a diameter of 6 in., determine the principal stresses and maximum in-plane shear stress at a point located on the surface of the shaft.
The propeller shaft of the tugboat is subjected to the compressive force and torque shown. If the shaft has an inner diameter of 100 mm and an outer diameter of 150 mm, determine the principal stresses at a point A located on the outer surface.
The uniform sign has a weight of 1500 lb and is supported by the pipe AB, which has an inner radius of 2.75 in. and an outer radius of 3.00 in. If the face of the sign is subjected to a uniform wind pressure of p = 150 lb/ft2, determine the state of stress at points Cand D. Show the results on a differential volume element located at each of these points. Neglect the thickness of the sign, and assume that it is supported along the outside edge of the pipe. 6 ft 3 ft 上 A B x 12 ft 150 lb/ft²
433 The steel pipe is filled with concrete and subjected 10 a compressive force of 80 kN. Determine the averaee normal stress in the concrete and the steel due to this loading. The pipe has an outer diameter of 80 mm and oo inner diameter of 70 mm. E, = 200 GPa, E. = 24 GPa.
The beveled gear is subjected to the loads shown.Determine the stress components acting on the shaftat point B, and draw the results on a stress elementat this point. The shaft has a diameter of 1 in. and isfixed to the wall at C. A = 0.7854 in2 J = 0.098175 in4 I = 0.049087 in4 (QB)z = 0 (QB)x = 0.0833 in3
1. State of efforts in the coordinate axis marked in the problem. 2. Principal maximum and minimum forces and maximum shear force in the plane. 3. Angle at which the principal stresses meet. 4. Drawing of Mohr's circle, marking the line that corresponds to the stress state of point 1.
Determine the shortest distance d to the edge of the plate at which the force P can be applied so that it produces no compressive stresses in the plate at section a–a. The plate has a thickness of 10 mm and P acts along the centerline of this thickness.
The tank of the air compressor is subjected to an internal pressure of 90 psi. If the inner diameter of the tank is 22 in., and the wall thickness is 0.25 in., determine the stress components acting at point A. Draw a volume element of the material at this point, and show the results on the element.
The wide-flange beam is subjected to the 50-kN force. Determine the principal stresses in the beam at point A located on the web at the bottom of the upper flange. Although it is not very accurate, use the shear formula tocalculate the shear stress.
Determine the maximum distance d to the edge of the plate at which the force P can be applied so that it produces no compressive stresses on the plate at section a–a. The plate has a thickness of 20 mm and P acts along thecenterline of this thickness.

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