Dynamics for EngineersThis is the first volume of a comprehensive two-volume treatment of mechanics intended for students of civil and mechanical engineering. Used for several years in courses at Bradley University, the text presents statics in a clear and straightforward way and emphasizes problem solving. More than 350 examples clarify the discussion. The diskette included with the book contains EnSolve, a program written by the authors for solving problems in engineering mechanics. The program runs on Macintosh and PC-DOS computers and includes the following: - a unit converter for SI to US units and vice versa - a graphics program for plotting functions and data - a set of numerical subroutines The graphics module will, among other features, fit smooth splines between data, plot regression lines and curves, and change scales -- including from arithmetic to log and log-log. The numerical routines will, for example, find roots of polynomials, solve systems of equations, invert matrices, differentiate and integrate, and solve boundary-value problems. |
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Contents
II | 1 |
III | 2 |
IV | 3 |
V | 4 |
VI | 8 |
VII | 11 |
VIII | 18 |
IX | 23 |
LVIII | 438 |
LIX | 442 |
LX | 443 |
LXI | 449 |
LXII | 461 |
LXIII | 473 |
LXIV | 475 |
LXV | 483 |
X | 25 |
XI | 31 |
XII | 32 |
XIII | 33 |
XIV | 44 |
XV | 48 |
XVI | 58 |
XVII | 62 |
XVIII | 70 |
XIX | 91 |
XX | 92 |
XXI | 98 |
XXII | 102 |
XXIII | 112 |
XXIV | 118 |
XXV | 135 |
XXVI | 136 |
XXVII | 154 |
XXVIII | 156 |
XXIX | 160 |
XXX | 163 |
XXXI | 172 |
XXXII | 182 |
XXXIII | 185 |
XXXIV | 194 |
XXXV | 228 |
XXXVI | 229 |
XXXVII | 230 |
XXXVIII | 233 |
XXXIX | 236 |
XL | 243 |
XLI | 251 |
XLII | 257 |
XLIII | 276 |
XLIV | 294 |
XLV | 308 |
XLVI | 309 |
XLVII | 315 |
XLVIII | 330 |
XLIX | 337 |
L | 350 |
LI | 360 |
LII | 368 |
LIII | 381 |
LIV | 382 |
LV | 395 |
LVI | 422 |
LVII | 437 |
LXVI | 487 |
LXVII | 495 |
LXVIII | 510 |
LXIX | 527 |
LXX | 537 |
LXXI | 538 |
LXXII | 542 |
LXXIII | 544 |
LXXIV | 563 |
LXXV | 584 |
LXXVI | 601 |
LXXVII | 607 |
LXXVIII | 614 |
LXXIX | 629 |
LXXX | 631 |
LXXXI | 633 |
LXXXII | 636 |
LXXXIII | 651 |
LXXXIV | 671 |
LXXXV | 680 |
LXXXVI | 699 |
LXXXVII | 700 |
LXXXVIII | 705 |
LXXXIX | 713 |
XC | 730 |
XCI | 748 |
XCII | 755 |
XCIII | 761 |
XCIV | 773 |
XCV | 791 |
XCVI | 792 |
XCVII | 795 |
XCVIII | 796 |
XCIX | 804 |
C | 821 |
CI | 831 |
CII | 833 |
CIII | 839 |
CIV | 859 |
CV | 862 |
CVI | 866 |
CVII | 868 |
CVIII | 870 |
CIX | 873 |
CX | 879 |
| 901 | |
Common terms and phrases
angle 9 area shown Assume axes axial force bar forces beam block centroid coefficient of static composite area coordinate system couple cross-section cylinder defined determine the force direction equations of equilibrium Example Figure PI force components force F force system force-couple system forces acting forces in members frame shown free-body diagram frictional force given horizontal inclined plane inertia with respect joint kN-m line of action load magnitude Mohr's circle moment of inertia moments of inertia obtained particle perpendicular plate product of inertia pulley quantities radius of gyration reaction components reactive force Refer to Figure Refer to Problem resultant force right-hand rule rigid body rotation scalar Section segment sense shear shown in Figure Solution Solve problem static friction statically determinate system shown tension in cable theorem tion truss truss shown unit vector unknown forces values vertical weight weightless

