180-Dimensions in mm100100DESteel BBrass60 kN40 kN40-mm diam.30-mm diam.PROBLEM 2.40Solve Prob. 2.39, assuming that rod AC is made of brass androd CE is made of steel.PROBLEM 2.39 Two cylindrical rods, one of steel and theother of brass, are joined at C and restrained by rigid supports at Aand E. For the loading shown and knowing that E = 200 GPaand E, 105 GPa, determine (a) the reactions at A and E, (b) thedeflection of point C.=R = 45.5 kN ←A

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Answered: 180- Dimensions in mm 100 100 D E Steel…

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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PLEASE ANSWER NUMBER 3.MECH 222-MECHANICS OF DEFORMABLE BODIES: PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.
2. (a) A steel cylinder of 60 mm inner radius and 80 mm outer radius is subjected to an internal pressure of 30 MNm ². Determine the resulting hoop stress values at the inner and outer surfaces and graphically represent (sketch) the general form of hoop stress variation through the thickness of the cylinder wall. (b) (c) The cylinder in (a) is to be used as a shrink-fitted sleeve to strengthen a hydraulic cylinder manufactured of the same steel. The cylinder bore radius is 40 mm. When the hydraulic cylinder is not subjected to internal pressure, the interference pressure generated due to the shrink fit alone is 30 MNm2. Note: This is the same value of pressure as in the problem analysed in part (a). Determine the resulting hoop stress values at the inner and outer walls of the inner cylinder. Graphically represent the general form of hoop stress variation through the wall thickness in the combination indicating the key values as calculated in parts (a) and (b). (d) If the Young's…
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2. Link BD consists of a single bar 1 in. wide and 0.5 in. thick. Knowing that each pin has a in. diameter, determine (a) the maximum value of the normal stress in link BD and the bearing stress in link BD if 0 = 0, (b) the maximum value of the normal stress in link BD if 0 = 90. -6 in.- 12 in. 30° D 4 kips
2.36 A 250-mm bar of 150 x 30-mm rectangular cross section consists of two aluminum layers, 5 mm thick, brazed to a center brass layer of the same thickness. If it is subjected to centric forces of magni- tude P = 30 kN, and knowing that E, = 70 GPa and E, = 105 GPa, determine the normal stress (a) in the aluminum layers, (b) in the brass layer. P' 250 mm 5 mm 5 mm 5 mm Aluminum Brass Aluminum P 30 mm Fig. P2.36
PROBLEM 1.3 3 in. 30 kips Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Determine the magnitude of the force P for which the tensile stress in rod AB is twice the magnitude of the compressive stress in rod BC. 30 kips 40 in PROBLEM 1.4 In Prob. 1.3, knowing that P = 40 kips, determine the average normal stress at the midsection of (a) rod AB, (b) rod BC.
3. Required information Two horizontal 5.5-kip forces (P) are applied to pin B of the assembly shown. A 0.8-in. diameter pin is used at each connection. Pert 1 of 2 0.5 in. 1.8 in. 0.5 in. 45° 1.8 in. C Determine the maximum value of the average normal stress in link AB. The maximum value of the average normal stress in link AB is ksi.
2.14 The aluminum rod ABC (E 10.1 × 106 psi), which consists of two cylindrical portions AB and BC, is to be replaced with a cylin- drical steel rod DE (E = 29 × 106 psi) of the same overall length. Determine the minimum required diameter d of the steel rod if its vertical deformation is not to exceed the deformation of the aluminum rod under the same load and if the allowable stress in the steel rod is not to exceed 24 ksi. Ĵ 12 in. + 18 in. 28 kips -1.5 in. Fig. P2.14 B -2.25 in. 28 kips D E --
Two L4 x 3 rolled-steel angles are bolted together and used to sup-port the loading shown. Knowing that the allowable normal stress for the steel used is 24 ksi, determine the minimum angle thickness that can be used.
Question 2 The rods BE and CD are made from steel (E=200 GPa), and each have a diameter, P. The ends of the rods are threaded with a pitch, p. The nuts at B and C are initially finger tightened such that they barely touch rigid member ABC. If the nut at C is then tightened by one full turn, determine: (a) the tension in rods BE and CD (b) the distance, uc, that point C on the rigid member ABC moves. Assume a=300 mm, b= 100 mm, c= 2.5 m, d= 6 m, 0=40 mm, and p=1 mm. OA a В E b D C d
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