Figure P.16.10 shows a plane truss pinned to a rigid foundation. All members have the sameYoung's modulus of 70 000 N/mm² and the same cross-sectional area, A, except the member12 whose cross-sectional area is 1.414A.Under some systems of loading, member 14 carries a tensile stress of 0.7 N/mm². Calculate thechange in temperature which, if applied to member 14 only, would reduce the stress in thatmember to zero. The coefficient of linear expansion a=24x10-/º C.Ans. 5.5°. 12a3aFIG4a5a2.

Given: A plane truss pinned to rigid foundation. All members have same Youngs modulus 70,000 N/mm2…

Answered: Figure P.16.10 shows a plane truss…

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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A steel rod of length 10 m is subjected to a axial load of 10 kN. Calculate the elongation of the rod when its diameter is 40 mm.
7.10 A rigid bar is suspended by three equally spaced wires of equal length. Theouter wires are steel and are 2 mm in diameter, the centre wire is copper andis 5 mm in diameter. If the weight of the rigid bar is 2,25 kN, calculate the loadcarried by each wire. If the temperature of the system is now raised by 90 °C, what will the magnitude and nature of the resultant stresses set up in the steeland copper wires be. (Let EST = 200 GPa; Ecu = 100 GPa; aST = 12 x 10_6/°C;acu = 18 x 10-6/°C?)
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None
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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.
For the truss shown in Fig. 1, calculate the stresses in members CE, DE, and DF. The cross-sectional area of each member is 2.2 in?. Indicate tension (T) or compression (C). Figure 1 9 ft 12ft 12ft 12 ft ft 60kips

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