The Mechanics of Construction, EtcDughton, Bull & Company, 1861 |
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Page x
... fixed at one extremity in a horizontal position and loaded at the other 43 Beam fixed at one extremity in a horizontal position and uniformly loaded . 43 Beam supported at its extremities and loaded at a point between the extremities ...
... fixed at one extremity in a horizontal position and loaded at the other 43 Beam fixed at one extremity in a horizontal position and uniformly loaded . 43 Beam supported at its extremities and loaded at a point between the extremities ...
Page xi
... fixed at one end and uniformly loaded . A beam fixed at both ends , loaded with a weight at its centre , and with a weight uniformly distributed General remarks on deflection . Examples 69 70 70 71 72 74 76 81 786868 83 85 85 8885 86 89 ...
... fixed at one end and uniformly loaded . A beam fixed at both ends , loaded with a weight at its centre , and with a weight uniformly distributed General remarks on deflection . Examples 69 70 70 71 72 74 76 81 786868 83 85 85 8885 86 89 ...
Page xii
... fixed throughout its whole length Coefficients of torsion Examples · • PAGE 93 • 95 97 · 98 CHAPTER X. RESISTANCE OF COLUMNS . 99 100 Hodgkinson's empirical formulæ Examples for illustration PART II . CONSTRUCTION S. CHAPTER I ...
... fixed throughout its whole length Coefficients of torsion Examples · • PAGE 93 • 95 97 · 98 CHAPTER X. RESISTANCE OF COLUMNS . 99 100 Hodgkinson's empirical formulæ Examples for illustration PART II . CONSTRUCTION S. CHAPTER I ...
Page 3
... fixed supports , and which is loaded between the supports . In this case all the external forces are not given - the reactions of the fixed supports having to be determined by calculation . But the calculation here needed is free from ...
... fixed supports , and which is loaded between the supports . In this case all the external forces are not given - the reactions of the fixed supports having to be determined by calculation . But the calculation here needed is free from ...
Page 28
... fixed in a wall A B , and bent by a straining force P , which remains sensibly perpendicular to the axis of the prism . Produce FE , HK , to meet in O , and let GL be a portion of the line of neutral fibres intercepted between EF and HK ...
... fixed in a wall A B , and bent by a straining force P , which remains sensibly perpendicular to the axis of the prism . Produce FE , HK , to meet in O , and let GL be a portion of the line of neutral fibres intercepted between EF and HK ...
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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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