A Manual of Applied Mechanics |
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Page ix
... Curve , 319A . Hydrostatic Arch , 349 · 353 287. Crushing and Collapsing of Tubes , 306 SECTION 6. - On Resistance to Bending and Cross - Breaking . Railway Carriage Axles , . 293. Resistance of Flexure , 294. Transverse Strength of ...
... Curve , 319A . Hydrostatic Arch , 349 · 353 287. Crushing and Collapsing of Tubes , 306 SECTION 6. - On Resistance to Bending and Cross - Breaking . Railway Carriage Axles , . 293. Resistance of Flexure , 294. Transverse Strength of ...
Page xi
... curves , 438 453. Sliding of a pair of Teeth ( see also 455 , 458 , 462a ) , • .439 441 454. Arc of Contact on Pitch Lines , . 440 455. Length of a Tooth ; Sliding of Teeth , 440 456. Inside Gearing , 457. Involute Teeth for Circular ...
... curves , 438 453. Sliding of a pair of Teeth ( see also 455 , 458 , 462a ) , • .439 441 454. Arc of Contact on Pitch Lines , . 440 455. Length of a Tooth ; Sliding of Teeth , 440 456. Inside Gearing , 457. Involute Teeth for Circular ...
Page xiii
... Curves and Knees , 589 645. Sudden Enlargement of Chan- 622. Total Energy , 569 nel , 589 • 623. Free Surface , 570 646. General Problem , 590 • 624. Surface of Equal Pressure , 570 625. Motion in Plane Layers , 570 626. Contracted Vein ...
... Curves and Knees , 589 645. Sudden Enlargement of Chan- 622. Total Energy , 569 nel , 589 • 623. Free Surface , 570 646. General Problem , 590 • 624. Surface of Equal Pressure , 570 625. Motion in Plane Layers , 570 626. Contracted Vein ...
Page 58
... curve of any figure , -and the remaining boundaries A C , B D , ordinates perpendicular to B OX , whose respective abscissæ , or distances from the origin O , are X Ō A = a ; ов = b . Let EF = u be any ordinate whatsoever of the curve ...
... curve of any figure , -and the remaining boundaries A C , B D , ordinates perpendicular to B OX , whose respective abscissæ , or distances from the origin O , are X Ō A = a ; ов = b . Let EF = u be any ordinate whatsoever of the curve ...
Page 60
... curve FH is nearly a parabola , it appears , from the properties of that curve , that the area of that pair of bands is E С B Fig . 26 . X ( u ' + 4 u " + u ′′ ) ≤ x 3 " nearly ; in which u ' and u " denote the plain ordinates E F and ...
... curve FH is nearly a parabola , it appears , from the properties of that curve , that the area of that pair of bands is E С B Fig . 26 . X ( u ' + 4 u " + u ′′ ) ≤ x 3 " nearly ; in which u ' and u " denote the plain ordinates E F and ...
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Common terms and phrases
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 components conjugate pressure cord cos² couple cross section curvature curve cylinder denote depth diagonal diameter direction distance elasticity ellipse equal and opposite equation equilibrium extrados figure fixed flexure fluid formula friction girder given horizontal inclined inertia intensity joint length line of action linear arch load moment of inertia motion neutral axis normal oblique ordinate P₁ P₂ pair parallel forces parallel projection perpendicular polygon position principal stresses principles prism proportional radius radius of curvature ratio rectangular relatively represent resultant rotation shearing stress solid spandril specific gravity square stability straight line strain structure surface tangential tenacity tension THEOREM thrust tion traversing truss uniform vertical weight Λ Λ Λ
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Page 1 - ... which he finds in treatises on dynamics, and should make no allowance for the imperfection of his materials, his whole apparatus of beams, wheels, and ropes would soon come down in ruin, and, with all his geometrical skill, he Would be found a far inferior builder to those painted barbarians who, though they never heard of the parallelogram of forces, managed to pile up Stonehenge.