Memebiloe orfTTimeneu of bozu et thede 195-5. The copper pipe has an outer diameter of 2.50 in, andan inner diameter of 2.30 in. If it is tightly secured to thewall and three torques are applied to it, determine the shearstress developed at points A and B. These points lie on thepipe's outer surface. Sketch the shear stress on volumeelements located at A and B.sib-M00B450 lb ft350 lb·ft600 lb-ft♡ 2O O O

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Problem 2 (for all students). Determine the state of stress, the principal stress and the max in- plane shear stress at point B on the cross section of the pipe at section a – a. Indicate the results on a differential element at the point. a 300 mm B, 300 mm a |6 kN B.50 mm TA - 40 mm Section a - a
T'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the minimum required diameter of the pin to the nearest mm. Apply a factor of safety of F.S. = 2.5 against shear failure. %3D 80 kN
*10-44. A single strain gauge, placed in the vertical plane on the outer surface and at an angle of 30° to the axis of the pipe, gives a reading at point A of ,- -200(10). Determine the principal strains in the pipe at point A. The pipe has an outer diameter of 2 in. and an inner diameter of 1 in. and is made of A-36 steel. 2.5 ft 30 1.58 A O Probs. 10-43/44 =
The copper pipe has an outer diameter of 50mm and an inner diameter of 30mm. If it is fixed at A and three torques are applied to it as shown, solve the shear stress at section 1. A 200mm 250mm 3. 30 N-m 300mm 20 N-m 80 N m O 2.34MPA O 7.49MPA O 4.68MP O 3.74MPA
4G ll. 91 jo 78 Home work The copper pipe has an outer diameter of 40mm and an inner diameter of 37mm. If it is tightly secured to the wall at A and three torques are applied to it as shown below in the figure. Determine the absolute maximum shear stress developed in the pipe 2ON.m 8ON M 3ON.M هوم و ورك مقاومه التسليم الثلاثاء القادم. . . ناطق العیدان 29/12/21
1. A 20-mm-diameter rivet joins the plates that are each 110 mm wide. The allowable stresses are 120 MPa for bearing in the plate material and 60 MPa for shearing of rivet. Det. (a) the value of P (b) the minimum thickness of each plate; and (c) the largest average tensile stress in the plates. CO 110 mm 20-mm 0
7.A cast-iron machine part is acted upon by the 3kN.m couple shown. Knowing that E=165GPA and neglecting the effect of fillets. i) Determine the maximum tensile and compressive stress in the casting ii) Determine the radius of curvature of the casting. 90 mm 20 mm 40 mm 30 mm M = 3 kN m
Calculate the shear stress in MPa at section B A 100 mm F-10EN 10 mm
The eye bolt is used to support the load of 5 kip. Determine its diameter d to the nearest 1/8 in and the required thickness h to the nearest 1/8 in of the support so that the washer will not penetrate or shear through it. The allowable normal stress for the bolt is σallow = 21ksi and the allowable shear stress for the supporting material is Tallow=5 ksi. Show the FBD and solution
I The 45 degree strain rosette is mounted on a steel shaft. The following readings are obtained from each gauge: Ea = 700(10-6), Ep = 400(10-6), €c = -350(10-6). Determine (a) the in-plane principal strains; (b) the maximum in-plane shear strain and associated average normal strain. In each case show the deformed element due to these strains. (c) Determine the absolute maximum shear strain.
The staves or vertical members of the wooden tank are held together using semicircular hoops having a thickness of 0.5 in. and a width of 2 in. Determine the normal stress in hoop AB if the tank is subjected to an internal pressure of 2 psi and this loading is transmitted directly to the hoops. Also, if the 0.25-in.- diameter bolts are used to connect each hoop together, determine the tensile stress in each bolt at A and B. Assume hoop AB supports the pressure loading with a 12-in. length of the tank as shown. 18 in. 6 in. -AE 6 in. 12 in. B 12 in.
Determine the largest permissible value of P for the beam and loading shown, knowing that the allowable normal stress is +80 MPa in tension and -115 MPa in compression. 0.2 m B 0.4 m. 0.2 m D 12 mm H 96 mm The largest permissible value of P is 48 mm 12 mm kN.

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