A compound bar is subjected to a compressive force of P=556 kN by means of a rigid endplate at the top. If the length of the bar is 876mm, determine the stress in the alurninum core. Answer in MPa. Round off your final answer to 2 decimal places. 25 mm Brass core E = 105 GPa a = 20.9 x 10-6/°C Aluminum shell E = 70 GPa Q = 23.6 x 10-6/°C 60 mm

A compound bar is subjected to a compressive force of P=556 kN by means of a rigid endplate at the top. If the length of the bar is 876mm, determine the stress in the alurninum core. Answer in MPa. Round off your final answer to 2 decimal places. 25 mm Brass core E = 105 GPa a = 20.9 x 10-6/°C Aluminum shell E = 70 GPa Q = 23.6 x 10-6/°C 60 mm

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter8: Engineering Materials

Section: Chapter Questions

Problem 85CQ

See similar textbooks

Similar questions

I want to clarify what is that symbol?
Determine the x-bar centroid of the compasite figure shown. Where r-53 mm
Locate the centroid r of the shaded ared. L=23.6mm y 2L L 2L 2L -
P= 388 452 ND= 32 mm σ= ______________ksiASTM DESIGNATION: _____________
Determine the cross-sectional area of the bronze rod (in mm)? 2m 3m 60 kN Ns mm IS mm 3D bronze rod
Q2: Determine (Y). If PA - Pg = 6624 %3D 40 Marks Water Water Mercury 6Y
6
The thin uniform plate shown has a mass of 100kg and is subjected to a force and couple momentalong its edges. If it is supported in the horizontalplane by a roller at A, a ball-and-socket joint at B,and a cord at C, determine the components ofreaction at these supports to maintain equilibrium. Please provide all written work and show FBD. Thank you!
Subject/ Plates and shells thery Square Plate Caxa) simplysupported Subjected to Con centrated force (4) over a central on all Face edges is Find q mn ? area (a *a). Use Book Theory Dear, Please help me ... of Plates and Shells for S. Timoshenko
Pls hand written solution
4) Find the most economical wide flange section for an A992 steel beam (E = 29 x 10³ ksi) using LRFD which spans 45 ft. with a dead load of 50 lb/ft² and a live load of 95 lb/ft² if the beams are spaced 12 ft apart and full lateral bracing is provided. Determine the total maximum deflection. (Because the beam is fully braced, you should utilize a reference table with wide flanges in descending order of Z as found in the note set.) Additional wide flange properties which the text does not show text is provided on the following pages.
CH2- Resultant pat - aohe Acrobat Pre Extended File Edit View Document Comments Forms Tookk Advanced Window Heip M=148 Nmttw Example Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N 250 mm --x 250 mm 250 mm 240 N 125 mm