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angle application arch beam body breadth called centre of gravity centre of pressure circular coefficient component compression condition Consequently constant corresponding cosec cross section cylinder deflection Denote determined diameter dimensions direction distance distributed Edition elasticity equal equation equilibrium expression exterior extrados extremity Fcap feet fibre fixed foot forces formula fracture given greatest half Hence horizontal thrust inches inertia intrados iron joint king-post length limits load Materials method middle moments neutral axis parallel passing perpendicular pier plane position preceding pressure principles prism produced radius rafter reference resistance respect resultant roof safety side solid square stability straining force strength strut supported supposed surcharge surface taken taking tension thickness tie-beam torsion triangle unit vols weight Wherefore whole
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