A Manual of Applied MechanicsCharles Griffin and Company, 1872 - 648 من الصفحات |
المحتوى
1 | |
13 | |
21 | |
27 | |
35 | |
37 | |
45 | |
51 | |
65 | |
84 | |
98 | |
105 | |
120 | |
128 | |
134 | |
140 | |
150 | |
156 | |
162 | |
168 | |
207 | |
211 | |
218 | |
226 | |
232 | |
247 | |
261 | |
268 | |
274 | |
280 | |
286 | |
301 | |
306 | |
312 | |
318 | |
421 | |
427 | |
433 | |
439 | |
445 | |
461 | |
462 | |
465 | |
467 | |
475 | |
482 | |
510 | |
519 | |
520 | |
526 | |
535 | |
541 | |
552 | |
557 | |
562 | |
566 | |
591 | |
597 | |
621 | |
631 | |
642 | |
643 | |
طبعات أخرى - عرض جميع المقتطفات
Manual of Applied Mechanics <span dir=ltr>William John Macquorn Rankine</span> لا تتوفر معاينة - 2017 |
عبارات ومصطلحات مألوفة
abutment angle angle of repose angular momentum angular velocity applied Article axes bars beam body centre of gravity centre of pressure centre of resistance co-efficient co-ordinates component conjugate pressure cord cos² couple curve cylinder denote depth deviation diagonal diameter direction distance earth elasticity ellipse equal and opposite equation equilibrium exerted extrados figure fluid formula friction girder given horizontal inclination inertia intensity joint length line of action linear arch load masonry moment of inertia motion neutral axis normal oblique ordinate P₁ pair parallel forces parallel projection perpendicular polygon position principles prism proportional radius radius of curvature ratio rectangular relatively represent respectively resultant rotation shearing shearing stress solid spandril specific gravity stability straight line strain stress structure surface tangent tenacity tension THEOREM thrust tion traversing truss uniform wall weight wheel Λ Λ Λ