The Mechanics of Construction, EtcDughton, Bull & Company, 1861 |
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Page iv
... formula for the Resistance to Torsion of a cylindrical body when the length of the cylinder is taken into account . This formula is given in the present Treatise , and according to Morin , the truth of the formula has been verified by ...
... formula for the Resistance to Torsion of a cylindrical body when the length of the cylinder is taken into account . This formula is given in the present Treatise , and according to Morin , the truth of the formula has been verified by ...
Page x
... weights Beams inclined to the horizon 44 • 44 45 46 47 47 48 Formulæ of solution . Section of fracture CHAPTER VI . APPLICATIONS . Section 1 . 49 50 Section 2 . RECTANGULAR AND SQUARE BEAMS . Formula for X CONTENTS .
... weights Beams inclined to the horizon 44 • 44 45 46 47 47 48 Formulæ of solution . Section of fracture CHAPTER VI . APPLICATIONS . Section 1 . 49 50 Section 2 . RECTANGULAR AND SQUARE BEAMS . Formula for X CONTENTS .
Page xi
Stephen Fenwick. Section 2 . RECTANGULAR AND SQUARE BEAMS . Formula for rectangular beams Formula for square beams Hollow rectangular and square beams Summary of formulæ for rectangular and square beams . Examples Section 3 . PAGE 52 53 ...
Stephen Fenwick. Section 2 . RECTANGULAR AND SQUARE BEAMS . Formula for rectangular beams Formula for square beams Hollow rectangular and square beams Summary of formulæ for rectangular and square beams . Examples Section 3 . PAGE 52 53 ...
Page xiii
... of a circular arch Thickness of pier necessary to support a semicircular arch . Another formula for thickness of pier . Examples 140 145 · 146 148 Section 3 . CIRCULAR ARCHES WITH SURCHARGE . Conditions of CONTENTS . xiii.
... of a circular arch Thickness of pier necessary to support a semicircular arch . Another formula for thickness of pier . Examples 140 145 · 146 148 Section 3 . CIRCULAR ARCHES WITH SURCHARGE . Conditions of CONTENTS . xiii.
Page xiv
... Formula for thickness of pier when the centre of pressure of the base of the pier is on the exterior edge of the base Poncelet's formula , & c . . The intrados a semi - circle . Segmental arches Examples 169 175 175 176 177 179 Section ...
... Formula for thickness of pier when the centre of pressure of the base of the pier is on the exterior edge of the base Poncelet's formula , & c . . The intrados a semi - circle . Segmental arches Examples 169 175 175 176 177 179 Section ...
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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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