Page 462 - Marks Calculation for Machine Design

P1: Sanjay
January 4, 2005
15:45
Brown-Index
Brown.cls
444
Pressure loadings, 127, 172, 175, 184
Single overhanging beams, 35, 73, 79
Size factor for Marin equation, 280–281
summary table of formulas, 154 INDEX
Pressure vessels: Slenderness ratio, 260, 261, 263, 266, 271
thin-walled: Slider-crank linkage, 411
cylindrical, 129, 191 S-N Diagram, 275–276
spherical, 128 Solid disk flywheel, 388–389
Pressurized tank, 184, 190 Spheres:
Principal stresses, 190, 195 thin-walled, 128
Prismatic bar, 4, 156, 258, 322 Spring deflection, 371
Proof strength, 332 Spring index, 369
Proportional limit, 6, 14 Spring rate:
Pulley systems, 435–437 bolt, 322–323
Punch press: capscrew, 322–323
cycle, 396 frustum of a cone, 327
flywheels, 395–398 helical springs, 371–372
Punching time, 397 members in a bolted connection, 326–327
Pure motions: Spur gears, 425–427
rotation, 412 Static design:
translation, 412 coordinate system, 234
Pure shear element, 156 brittle materials, 246
comparison with experimental data, 250
Quick-return linkage, 411 recommendations, 251–252
ductile materials, 234
Radial interference, 135 comparison with experimental data, 238
Radial stress, 131–132, 148 recommendations, 238–239
Radius of gyration: 260 theories:
circular cross section, 265 Coulomb-Mohr, 248
rectangular cross section, 261 Distortion-energy, 237
Rated torque, 395 Maximum-normal-stress, 234, 247
Recovery time, punch presses, 397 Maximum-shear-stress, 235
Relative motion, 412–415, 416–419 Modified Coulomb-Mohr, 249
Riveted joint, 11, 30 Stability of helical springs, 381–382
Roller supports, 34 Static loading of bolted connections, 335–336
Rolling wheels, 432–434 Stiffness:
Rotated plane stress element, 190, 205 bolt, 322–323
Rotating disk, 148 capscrew, 322–323
R. R. Moore rotating-beam machine, 275 frustum of a cone, 327
members in a bolted connection, 326–327
Secant formula, 266 Strain:
Section modulus, 26 axial, 5
Series arrangement of springs, 377–378 lateral, 7
Shear: shear, 13, 19
direct, 11 thermal, 10
strain, 13, 19 Strength, proof, 332
stress, 12, 16, 22, 27 Stress:
maximum, 196 alternating, 285
minimum, 196 average, 196
Shear-stress correction factor, 370 axial, 4, 129, 133–134
Shrink fits, 134, 175 bending, 24
Simply-supported beams, 33, 35, 36, 41, 48, 55, contact, 140, 144
60, 67, 73, 79, 86, 92 critical, 261, 264, 266, 271