The Mechanics of Construction, EtcDughton, Bull & Company, 1861 |
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Page xiii
... SURCHARGE . PAGE 119 • 120 121 121 122 122 123 123 124 124 128 130 131 134 134 134 • 135 137 137 138 139 Conditions of equilibrium of a circular arch Thickness of pier necessary to support a semicircular arch . Another formula for ...
... SURCHARGE . PAGE 119 • 120 121 121 122 122 123 123 124 124 128 130 131 134 134 134 • 135 137 137 138 139 Conditions of equilibrium of a circular arch Thickness of pier necessary to support a semicircular arch . Another formula for ...
Page xiv
... surcharge . Conditions of stability of an arch of any form with horizontal surcharge not symmetrical . Certain calculations by Thomas Simpson's Rule Section 5 . SEGMENTAL ARCHES . PAGE 150 . 154 156 158 161 · 163 Curve of pressure ...
... surcharge . Conditions of stability of an arch of any form with horizontal surcharge not symmetrical . Certain calculations by Thomas Simpson's Rule Section 5 . SEGMENTAL ARCHES . PAGE 150 . 154 156 158 161 · 163 Curve of pressure ...
Page 136
... surcharge . The dimension of the arch measured perpendicularly to its face is called the width of the arch . FRACTURE OF THE ARCH . FIRST MODE OF FRACTURE . CHAPTER III THE ARCH Section 1 EXPLANATION OF TERMS AND PRINCIPLES.
... surcharge . The dimension of the arch measured perpendicularly to its face is called the width of the arch . FRACTURE OF THE ARCH . FIRST MODE OF FRACTURE . CHAPTER III THE ARCH Section 1 EXPLANATION OF TERMS AND PRINCIPLES.
Page 140
... SURCHARGE . 109. PROP . To find the conditions of equilibrium of a circular arch . E H N n a b Let mn ( fig . 52 ) be a joint of a circular arch ; N the horizontal thrust at the highest point a of the extrados , due to a unit of width ...
... SURCHARGE . 109. PROP . To find the conditions of equilibrium of a circular arch . E H N n a b Let mn ( fig . 52 ) be a joint of a circular arch ; N the horizontal thrust at the highest point a of the extrados , due to a unit of width ...
Page 150
... conditions of equilibrium of a circular arch with a horizontal surcharge . The following method of investigation , with some slight modifications 150 THE ARCH . Conditions of equilibrium of a circular arch with a horizontal surcharge.
... conditions of equilibrium of a circular arch with a horizontal surcharge . The following method of investigation , with some slight modifications 150 THE ARCH . Conditions of equilibrium of a circular arch with a horizontal surcharge.
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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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