The Mechanics of Construction, EtcDughton, Bull & Company, 1861 |
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Page x
... centre of gravity of section 28 Permanent constructions Centre of gravity not in neutral axis Moment of resistance to the transverse strain Moment of inertia of section . 31 32 33 བ ལ = ེ ླ ོ 34 Resistance to flexure in general ...
... centre of gravity of section 28 Permanent constructions Centre of gravity not in neutral axis Moment of resistance to the transverse strain Moment of inertia of section . 31 32 33 བ ལ = ེ ླ ོ 34 Resistance to flexure in general ...
Page 18
... centre of gravity of the half surface of the cylinder ; then , by the principle of the centre of gravity , πΗ = Σ ( : π ) . • . ( 3 ) . Wherefore ( 2 ) becomes , by means of the CHAPTER III.
... centre of gravity of the half surface of the cylinder ; then , by the principle of the centre of gravity , πΗ = Σ ( : π ) . • . ( 3 ) . Wherefore ( 2 ) becomes , by means of the CHAPTER III.
Page 19
... centre of gravity of the arc of the semicircle ACB I will be at the same distance from AB as the centre of gravity of the half surface of the cylinder . Refer the elements of the semi - cir- cumference ACB to rectangular coordinates ...
... centre of gravity of the arc of the semicircle ACB I will be at the same distance from AB as the centre of gravity of the half surface of the cylinder . Refer the elements of the semi - cir- cumference ACB to rectangular coordinates ...
Page 22
Stephen Fenwick. of gravity of the half surface of the sphere , then by the property of the centre of gravity , 2πr2x1 = ( ax ) Σ • · ( 3 ) , 2πr2 being the semi - surface of the sphere . Hence , eliminating ( ax ) from ( 2 ) and ( 3 ) ...
Stephen Fenwick. of gravity of the half surface of the sphere , then by the property of the centre of gravity , 2πr2x1 = ( ax ) Σ • · ( 3 ) , 2πr2 being the semi - surface of the sphere . Hence , eliminating ( ax ) from ( 2 ) and ( 3 ) ...
Page 27
Stephen Fenwick. CHAPTER IV . RESISTANCE TO FLEXURE , Section 1 . CENTRE OF GRAVITY OF CROSS SECTION IN NEUTRAL AXIS . 19. It is found by experiment that a solid body under the action of a straining force not in the direction of its axis ...
Stephen Fenwick. CHAPTER IV . RESISTANCE TO FLEXURE , Section 1 . CENTRE OF GRAVITY OF CROSS SECTION IN NEUTRAL AXIS . 19. It is found by experiment that a solid body under the action of a straining force not in the direction of its axis ...
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Common terms and phrases
angle axle beam breadth c₁ catenary centre of gravity centre of pressure chain circular arch coefficient of resistance coefficient of safety common catenary compression cosec cross section cubic foot curve of pressure cylinder deflection Denote density determined diameter dimensions Edition equal equation equilibrium exterior forces extrados extremity F. A. Paley Fcap feet fibre find the thickness fixed formula fracture h₁ Hence horizontal line horizontal position horizontal thrust inertia intrados king-post length lever arm load lowest point modulus of elasticity moment of inertia moments neutral axis parabola parallel perpendicular plane preceding prism PROP r+ h r₁ radius rafter rectangular roof section HK segmental arch sin² springing line stability straining force supported supposed surcharge thickness of pier tie-beam torsion trapezoid triangle vertical pressure weight Wherefore
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