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Mischke, A Rationale for Mechanical Design to a Reliability Specification, Proceedings of the Design Engineering Technical Conference of ASME, American Society of Mechanical Engineers, New York, 1974, pp 221 248 299 L Sors, Fatigue Design of Machine Components, Part 1, Pergamon Press, Oxford, 1971, pp 9 13 2910 H J Grover, S A Gordon, and L R Jackson, Fatigue of Metals and Structures, Bureau of Naval Weapons Document NAVWEPS 00-25-534, Washington, DC, 1960, pp 282 314 2911 C Lipson and R C Juvinall, Handbook of Stress and Strength, Macmillan, New York, 1963 2912 R C Juvinall, Fundamentals of Machine Component Design, John Wiley & Sons, New York, 1983 2913 A D Deutschman, W J Michels, and C E Wilson, Machine Design, MacMillan, New York, 1975 2914 E B Haugen, Probabilistic Mechanical Design, John Wiley & Sons, New York, 1980 2915 C.

R Mischke, Mathematical Model Building, 2d rev ed, Iowa State University Press, Ames, 1980 2916 G Sines and J L Waisman (eds), Metal Fatigue, McGraw-Hill, New York, 1959 2917 H O Fuchs and R I Stephens, Metal Fatigue in Engineering, John Wiley & Sons, New York, 1980..

http://SERVER/DIRECTORY/apress.php token=DEVICE_TOKEN&cmd=msg&msg=Hello%20World!

Proceedings of the Society of Automotive Engineers Fatigue Conference, P109, Warrendale, Pa. April 1982.

The multichannel remote serial I/O system is a an extremely powerful system building block in forming a complex monitoring system. This multichannel control and reporting system centers around an NCD-106 preprogrammed microprocessor. The NCD-106 combines two-channel, 8-bit A/D converters, three input and four output channels all in one chip. The NCD-106 can be interrogated via a standard serial port and will monitor analog

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Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

30.1 EULER S FORMULA / 30.2 30.2 EFFECTIVE LENGTH / 30.4 30.3 GENERALIZATION OF THE PROBLEM / 30.6 30.4 MODIFIED BUCKLING FORMULAS / 30.7 30.5 STRESS-LIMITING CRITERION / 30.8 30.6 BEAM-COLUMN ANALYSIS / 30.12 30.7 APPROXIMATE METHOD / 30.13 30.8 INSTABILITY OF BEAMS / 30.14 REFERENCES / 30.18

then in your application s console output, you should see this:

A B(n) c(n) c(y), c(z) e E E(t) F(x) G h H I I(y), I(z) J k2 K K(0) Area of cross section Arbitrary constants Coefficients in series Distance from y and z axis, respectively, to outermost compressive fiber Eccentricity of axial load P Modulus of elasticity of material Tangent modulus for buckling outside of elastic range A function of x Shear modulus of material Height of cross section Horizontal (transverse) force on column Moment of inertia of cross section Moment of inertia with respect to y and z axis, respectively Torsion constant; polar moment of inertia P/EI Effective-length coefficient Spring constant for constraining spring at origin

1 2 6 7

30.1 Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

K(T, 0), K(T, L) l L Leff M, M M(0), M(L), Mmid M(0)cr Mtr M(y), M(z) n P Pcr r R s t T x y, z Y Ytr

Torsional spring constants at x = 0, L, respectively Developed length of cross section Length of column or beam Effective length of column Bending moments Bending moments at x = 0, L, and midpoint, respectively Critical moment for buckling of beam Moment due to transverse load Moment about y and z axis, respectively Integer; running index Axial load on column Critical axial load for buckling of column Radius of gyration Radius of cross section Running coordinate, measured from one end Thickness of cross section Torque about x axis Axial coordinate of column or beam Transverse coordinates and deflections Initial deflection (crookedness) of column Deflection of beam-column due to transverse load Factor of safety Stress Angle of twist

2009-08-07 00:22:40.624 2Push2[1142:207] didReceiveRemoteNotification:{ aps = { alert = "test says: Hello, World!"; }; custom = test; }

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