Question

5.2. 15.3] A 45,000 N force (Fig. P.5.2) acts on a rod A hav- ing a modulus of elasticity E of 7 × 1010 Pa. The diameter of A

5.3. [5.3] IYA 160,000 psi and Y 200,000 psi in Prob- lem 5.2, what are the stresses in the members if end D is moved upward

please solve 5.3 and what is the force equilibrium equation in this problem?

5.2. 15.3] A 45,000 N force (Fig. P.5.2) acts on a rod A hav- ing a modulus of elasticity E of 7 × 1010 Pa. The diameter of A is 50 mm and the length is .3 m. A sleeve B restrains A through a rigid plate C. The mean radius of B is .1 m and its thickness is 2.5 mm. The length of B is .2 m. If B has a modu- lus of elasticity in compression of 1.4 x 1011 Pa, what is the movement of end D? What is the movement of the plate C? FA:03m 0.2m Fax (25x10 n 0.2 Ap Ξ-Fpx Figure P.5.2.
5.3. [5.3] IYA 160,000 psi and Y 200,000 psi in Prob- lem 5.2, what are the stresses in the members if end D is moved upward .3 in.? If D is then released, what is the per manent set? Assume that the bodies act like they are elastic. perfectly plastic.
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Answer #1

In this solution some basic concepts and formulas of Solid Mechanics are used. For more information, refer to any standard textbook or drop a comment below. Please give a Thumbs Up, if solution is helpful.

Solution :

the reaction due te coe

Cow R Wauld be ER andlor Campanent A has wow ho EA his is tue erpe cted increar in EA

几 2-1 so mm 1.96 85 inch 5 mm 6.0942 inch. 3920 LA t.

Hen se -1 3:613 3.93 o-3CA 11-8 1-3 i 13 /2001 000 60, 0 00 Pe naaterial-materials the 74-esin re are- he permantt set wwawd

NOTE : Feel free to ask further queries. Your positive rating would be appreciated and motivate me !

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