The steel pipe in (Figure 1) has an inner diameter of 4.57 in. and an outer diameter of 4.82 in. Figure 12 in. B 12 in. < 130⁰° 1 of 1 60 lb Part A 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. Express your answers, separated by a comma, to three significant figures. 01=, 02 = Submit Provide Feedback Request Answer pai, psi Next >

The steel pipe in (Figure 1) has an inner diameter of 4.57 in. and an outer diameter of 4.82 in. Figure 12 in. B 12 in. < 130⁰° 1 of 1 60 lb Part A 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. Express your answers, separated by a comma, to three significant figures. 01=, 02 = Submit Provide Feedback Request Answer pai, psi Next >

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.3.14P: The state of stress on an element along the hydraulic lift cylinder on a truck is trv= — 5 MPaLFind...

See similar textbooks

Similar questions

The state of stress on an element along the hydraulic lift cylinder on a truck is trv= — 5 MPaLFind the maximum shear stress on the clement and show the state of stress on a sketch of a properly oriented clement.
.4 The stresses on an clement arc known to be sx= 120 MPa, sy= 100 MPa, and txy= 75 MPa. Find the stresses on an inclined section through the element at an angle ? = 45°.
The steel pipe in (Figure 1) has an inner diameter of 3.41 in and an outer diameter of 3.66 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 steel pipe in (Figure 1) has an inner diameter of 3.54 in, and an outer diameter of 3.79 in. Figure 12 in 12 in. 12 in. A B 1 of 1 If it is fixed at C and subjected to the horizontal 60-Ib 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. Express your answers, separated by a comma, three significant figures. 01 0₂ = Submit Provide Feedback V AE Bequest Answer 12 in. + @ 30° ? psi, psi 60 lb Next >
For the structure shown, determine the following: a. The normal and shear stresses in section (ksi) b. The maximum normal stress in member BC (ksi) c. The maximum bearing stress on member AB (ksi) Pins A & C have a diameter of 34 in while pin B has a diameter of ½ in. Both members have a thickness of 0.4 in. There are two support plates at A. 1.5 in. B C 60° 8 ft 2 kip/ft A
For the pin connection shown, determine the normal stress acting on the gross area, the normal stress acting on the net area, the shear stress in the pin, and the bearing stress in the steel plate at the pin.
The vertical force P acts on the bottom of the plate having a negligible weight. Determine the shortest distance d to the edge of the plate at which it can be applied so that it produces no compressive stresses on the plate at section a-a. The plate has a thickness of 10 mm and P acts along the centerline of this thickness. a 200 mm- d 300 mm a 500 mm
Determine the stresses at points A and B as a results of applying each of the following internal loads N = 300 N, V = 250 N, M = 120 N.m and T = 300 N/m. The diameter is 20 mm. You must show your detailed solutions
Calculate the normal stresses at points A and B of the bracket caused by the 30-kN force.
5. Segment AB of the bar is a tube with an outer diameter of d1 and a wall thickness of 0.125 in. Segment BC is a solid rod of diameter d2. The average normal stresses must not exceed 3400 psi in rod AB and 6500 in rod BC, respectively. Use P1 = 3,600 lb. and P2 = 5,500 lb. 0.125 in. di В A 6 in.- 6 in. Determine the smallest allowable value of d1 (in inches). Round-off to 2-decimal places. Your answer Determine the smallest allowable value of d2 (in inches). Round-off to 2-decimal places. Your answer Вack Next Clear form Never submit pas swords through G0ogle Forms
The thin-walled pipe has an inner diameter of 2 in. and a thickness of 0.1 in. It is subjected to an internal pressure of 530 psi and the axial tension and torsional loadings shown in (Figure 1). Suppose that M = 240 lb. ft. 900 lb- M M 900 lb Part A Determine the in-plane principal stresses at a point on the surface of the pipe. Express your answers in kilopounds per squared inch to three significant figures separated by a comma. 17 ΑΣΦ 01,02 = vec ? ksi
In the figure shown, determine the normal stresses at AD and BC shearing stress at bolt D bearing stress of AD at boltD bearing stress of member EDC at bolt D All bolts Ø16mm 04 m D.25 m 02m D 20KN 8x36 mm 10 x 50 mm 4ト