250 mm2 AT = 170°C 120 GPa 19.7 x10/°C 3500 mm 250 mm2 (1) 40 GPa _500 mm 1500 mm 21.7 x106/°C (2) (2) P= 35 kN A rigid horizontal bar ABC is supported by three vertical rods (properties given). The system is stress free before the load is applied. After the load kN P is applied, the temperature of all three rods is raised by the indicated AT. Determine: 02 MPa • the internal force in rod (1) • the normal stress in rod (2) • the normal strain in rod (1) • the downward deflection of the rigid bar at B E1 HE mm 2nd 3rd Enter 1st += tension attempt compression I| || || I| |||| Rod properties
250 mm2 AT = 170°C 120 GPa 19.7 x10/°C 3500 mm 250 mm2 (1) 40 GPa _500 mm 1500 mm 21.7 x106/°C (2) (2) P= 35 kN A rigid horizontal bar ABC is supported by three vertical rods (properties given). The system is stress free before the load is applied. After the load kN P is applied, the temperature of all three rods is raised by the indicated AT. Determine: 02 MPa • the internal force in rod (1) • the normal stress in rod (2) • the normal strain in rod (1) • the downward deflection of the rigid bar at B E1 HE mm 2nd 3rd Enter 1st += tension attempt compression I| || || I| |||| Rod properties
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.4.10P: A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete...
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