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Ch04 05 axial load torsion (2)

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Nội dung chi tiết: Ch04 05 axial load torsion (2)

Ch04 05 axial load torsion (2)

FM ICC íêCEO V/2Z/X5Zv ỈM tijc i:Mi CONTENTS■To the Instructoriv1 Stress12 Strain733 Mechanical Properties of Materials924 Axial Load1225 Torsion2146

Ch04 05 axial load torsion (2) Bending3297 Transverse Shear4728 Combined Loadings5329 Stress Transformation61910 Strain Transformation73811 Design of Beams and Shafts83012 Deflecti

on of Beams and Shafts88313 Buckling of Columns103814 Energy Methods115931 Solutions Í6CỄO 5/25/13 3:15 JM ra« 123Ỷ»"> Trill) Pearson Education, Inc.. Ch04 05 axial load torsion (2)

Upper Saddle Riser. NJ All rights reserved. This material is protected under all copyright laws«they currently exist. No portion of this material may

Ch04 05 axial load torsion (2)

be reproduced. ;n any form or by any nxons. without permissioo in writing from the publisher.•4 1. ihe ship is pushed through Hie water using an A 36

FM ICC íêCEO V/2Z/X5Zv ỈM tijc i:Mi CONTENTS■To the Instructoriv1 Stress12 Strain733 Mechanical Properties of Materials924 Axial Load1225 Torsion2146

Ch04 05 axial load torsion (2) a wall thickness of 5(1 mm. determine the amount of axial contraction ol the shall when the propeller exerts a force on the shaft of 5 kN. The bearin

gs at B and c arc journal bearings.Internal f ewe: As shown on /•HI).Disp/acemear.PL —5.1X1 (10^(8)'* " AH ~ = (0.r 0.3')200fl0’)-3.638(10 *)m--Tridfl Ch04 05 axial load torsion (2)

O'*) mmNegative sign indicates that end A moves towards end D.4-2. The copper shaft is subjected to the axial loads shown. Determine the displacement

Ch04 05 axial load torsion (2)

of end A with respect to end I). The diameters of each segment are ilAg — .1 in., due — 2 ill-, and eten ~ 1 in. lake — 18( llj’) ksi.The normal force

FM ICC íêCEO V/2Z/X5Zv ỈM tijc i:Mi CONTENTS■To the Instructoriv1 Stress12 Strain733 Mechanical Properties of Materials924 Axial Load1225 Torsion2146

Ch04 05 axial load torsion (2) nd CD arc A.m - J (3‘) -Am - •ỵ(2’) - IT in’ and Ae.ff - -j(l’) - O.251T in'.thus.6'00 kip I IỊỆ*6faf>

FM ICC íêCEO V/2Z/X5Zv ỈM tijc i:Mi CONTENTS■To the Instructoriv1 Stress12 Strain733 Mechanical Properties of Materials924 Axial Load1225 Torsion2146

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