9.A steel rod of diameter 0.125" is bent into the shape shown, and fixedat one end. Ifa vertical force F = 2.0 lb is applied at the other end, whatis the vertical deflection there? Use E= 30 Msi, and S, = 35 ksi.%3D118A. 14x10 inB.94x10 nC 64x10 inD. Don't really know, since the rod yields when F is appliedE. None of the above59h45°

Answered: Image /qna-images/answer/9e30bbad-f3a1-4fee-a8bd-bf94fe26d09f.jpg

Answered: 9.A steel rod of diameter 0.125" is…

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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The rectangular steel bar shown, has a total length of 50", a thickness of 1" and a width of 2" and is welded to fixed supports at each end. The bar is axially loaded by two forces F4= 16 kip and Fg = 8 kip. Assuming that the bar will not buckle laterally, find a) the reactions at the fixed supports, b) the deflection of points A and B. E = 30 Mpsi. 20
Please help. 2 Provide Free Body Diagram, labeled with appropriate quantities to better understand. Also solve. Thank you.
vi) Using Macauley’s method, determine the deflection of the member at the locations where the 25 kN, 20 kN and 50 kN point loads are applied. Comment on how the maximum deflection of the member could be determined. Material properties for steel: Maximum allowable tensile stress = 750 MN/m2 Maximum allowable torsional shear stress = 375 MN/m2 Young’s Modulus of elasticity = 205 GN/m2Modulus of rigidity = 81 GN/m2Poisson’s ratio = 0
Question 1 Precision Engineering Contractors was awarded a government contract to construct a bridge joining two neighboring communities. The bridge ABC is simply supported at A and B 2 m apart and carries a uniformly distributed load of 50 KN/m between A and B, together with a concentrated load of 25 KN on an overhang at C, 0.5 m from B. Make a neat sketch of this bridge and calculate the maximum deflection from point A using Macaulay's Method. Take EI = 21 MNm²
Find the length of the part 1 and 2 of the steel bar if the total deflection under the forces shown is 0.5 cm and modulus of elasticity is 200 GN/m2. A2 = 4cm? Al = 2cm? 10KN 40KN 6m
Please box the final answer. Thank you
A. Explain briefly what you understand by the following terms I) strut II) column B. Distinguish between long and short column C)a hollow alloy 5000mm long with external and internal diameter of 50mm and 25mm respectively is used as a column with one end fixed and the other end hinged.Determine the buckling load by Euler's formula.Take Young modulus of elasticity as 180GN/m^2.
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A4
An aluminum tube with outside diameter of 2 in and inside diameter of 1.5 in is cantilevered and loaded as shown. Using the formulas in Table A-9 and superposition, find the deflection at B. Take the magnitude of force (F1) to be 307 lbf and the magnitude of force (F2) to be 204 lbf. y 2 ft F1 A 2 ft F2 The deflection at Bis 20.59 X inch in the downward direction.
QUESTION 2 An aluminium rod ABCD showa in Figure 2 is rigidly sapported at D and loaded at A and B. The total length of the rod is L=900 mm. Given that P=4 KN and Young's Modulus, Eu = 70 a By taking segmeat BCD as a solid member, desermine the magninade of Q such that the deflection at poim Ais zer b) Q = 10 KN and the deflection of point A is limited to 005 mm, what is the matimum allowahle diameter da far segmemt CD, if this segment is ow holow? L/3 Segment AB Diameter di = 20 mm Sepmem BC L3 Diameter de 0 mm Segmem CD Diameter da (uner) - 0 mm L/3 Dianeter di (inneri D Figure 2 Drawing not te sale
The rigid member ABC is supported by steel wire (AE), pin support at B, and aluminum block CD as shown. The steel wire AE has A = 22.5 mm² and E = 200 GPa. Aluminum block CD has A = 40 mm? and E = 70 GPa. Under the applied load (P) determine the vertical deflection at A. Use the table given below and your student ID to find the values of L, L, and P. E A 150 mm 100 mm 150 mm Student L. (ttnir) (N) 150 ID (mm) 1131731 100 325 P.

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