7Enercise:-30long withis subjected to aAssumingdeformation is entirely elastic and manimumallowable elongationtensile30000y that theis0.3 mm while manimum.allowable reduction in, digmeter is 0.015mm. chooseamory below only.candidate meeting requirentE (GPa)A cylindrical rod 100 mmdiameter of12 mmload of 30000 N.Aluminium alloyBronzeTitanium allow70100110U(Poiss ons vahi)0.330.340.3

Given,Initial length of the rod, say L = 100 mmInitial diameter of the rod, say D = 12 mmTensile…

Evercise:- A cylindrical rod 100 mm diameter of 12 mm long with is subjected to a 30000 N. Assuming that the a ensile load of Reformation is entirely elastic and llowable clorpation is manimum 0.3 mm while manimum llowable reduction in digmeter is 0.015mm. choose mory below only candidate meeting requirent E (GPa) U(Poiss on's vali 77

Evercise:- A cylindrical rod 100 mm diameter of 12 mm long with is subjected to a 30000 N. Assuming that the a ensile load of Reformation is entirely elastic and llowable clorpation is manimum 0.3 mm while manimum llowable reduction in digmeter is 0.015mm. choose mory below only candidate meeting requirent E (GPa) U(Poiss on's vali 77

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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Chapter 5, Reserve Problem 026 A solid aluminum [E = 70 GPa; a = 22.5 x 106/°C] rod (1) is connected to a solid bronze [E = 100 GPa; a = 16.9 x 106joc] rod (2)vat flange B as shown. Aluminum rod (1) has an outside diameter of 58 mm, and bronze rod (2) has an outside diameter of 110 mm. The bars are unstressed when the structure is assembled at 30°C. After the 300-kN load is applied to flange B, the temperature increases to 45°C. Determine the normal force in rod (1). 150 kN (2) (1) 150 kN 2.6 m O 40.1kN (C) O 62.2kN (C) O 54.0kN (C) O 49.0kN (C) O 74.3kN (C)
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