please solve this problem and show me how to solve step by step As many as three axial loads, each of magnitude P=50kN, can be applied to the end of a W200 × 31.1rolled-steel shape. Determine the stress at point A, (a) for the loading shown, (b) if loads are applied at points1 and 2 only.80 mm80 mm13

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Answered: As many as three axial loads, each of…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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3. The frame supports the distributed load shown. Determine the state of stress acting at point E. (Note: frame picture shows the locations of points E and D in the frame, cross-section picture specifies the locations of these points in the cross-section.) 4 kN/m -1.5 m+1.5 m 3 m 3 m 20 mm 60 mm 20 mm 5 m D 50 mm
Two holes have been drilled through a long steel bar that is subjected to a centric axial load as shown. For P= 6.5 kips, determine the max-imum value of the stress (a) at A, (b) at B
Two loads P act as shown, one parallel to (x0) and another parallel to z0; each load P equals 2.5 kN. The crankshaft dimensions are b1 = 80 mm, b2 = 135 mm, and b3 = 55 mm. The diameter of the upper shaft is d = 26 mm. Determine the normal stress at point B, which is located on the surface of the upper shaft at the yo axis. Yo Хо b3 Lütfen birini seçin: a. 149.606 MPa b. 324.676 MPa c. 139.544 MPa d. None e. 190.884 MPa
Problem 3 Solve Problem 1.27, you will need the info in 1.7 to do so. PROBLEM 1.7 04 m Each of the four vertical links has an 8 x 36-mm uniform rectangular cross section and each of the four pins has a 16-mm diameter. Determine the maximum value of the average normal stress in the links connecting (a) points B and D, (b) points C and E. 0.25 02 m 20 kN PROBLEM 1.27 For the assembly and loading of Prob. 1.7, determine (a) the average shearing stress in the pin at B, (b) the average bearing stress at B in member BD, (c) the average bearing stress at B in member ABC, knowing that this member has a 10 x 50-mm uniform rectangular cross section.
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The five-bolt connection shown must support an applied load of P = 370 KN. If the average shear stress in the bolts must be limited to 190 MPa, determine the minimum bolt diameter that may be used in the connection. 30.9 mm O 21.0 mm O 22.3 mm 28.8 mm O 18.7 mm
Question 3: The cast iron of a small press has a cross section as shown. For Q = 16-kips, determine: a- the maximum tensile and compressive stresses at section a-a. b-the amount of tensile or compressive force applied to the inner part (2"x12") of the section. Answers: a: σ =2,992-psi (T) A σ = -5,650-psi (C) B b: F 51,072-lbs in tension 15 in. el B 2 in. 8 in. 3 in. 5 in. 2 in. 5 in. Cross Section a-a
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2. A hollow iron pipe with outside diameter of 240 mm is used as a column to carry a load of 80 kN. Determine the pipe thickness if the compressive stresses is limited to 16 MPa.
The vertical links (at BD and CE) have a thickness = 5.4 and width = 31.2 mm uniform rectangular cross section. Determine the maximum value of the average normal stress in the links connecting (a) points B and D, (b) points C and E and choose the correct options. Applied load is 18.9 N, diameter of the pin is half of the width. All the options have been rounded off to two decimal places. 0.4 m 0.25 m 0.2 m O a. The stress in member BD is =0.18 MPa O b. The stress in member BD is =0.09 MPa O c. The stress in member BD is =-0.07 MPa O d. The stress in member BD is =-0.14 MPa O e. The stress in member CE is =-0.04 MPa O f. The stress in member CE is =-0.07 MPa O g. The stress in member CE is =-0.18 MPa O h. The stress in member CE is =-0.18 MPa
The rectangular bar has a width of w = 3.00 in. and a thickness of t = 2.00 in. The normal stress on plane AB of the rectangular block shown is 6 ksi (C) when the load P is applied. Assume a = 4 and b = 5.Determine(a) the magnitude of load P.(b) the shear stress on plane AB.(c) the maximum normal and shear stresses in the block at any possible orientation.

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As many as three axial loads, each of magnitude P = 50kN, can be applied to the end of a W200 × 31.1 rolled-steel shape. Determine the stress at point A, (a) for the loading shown, (b) if loads are applied at points 1 and 2 only. 80 mm 80 mm 1 3