General Theory of Bridge Construction: Containing Demonstrations of the Principles of the Art and Their Application to Practice; Furnishing the Means of Calculating the Strains Upon the Chords, Ties, Braces, Counter-braces, and Other Parts of a Bridge Or Frame of Any Description
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abutments acting action addition allow applied arch arrangement assumed base beam bear becomes bolts bottom chord braces bridge calculation cause centre centre of gravity compression condition connected consequently considerable considered consists construction counter-braces cross-section curve deflection depth determined diagonal dimensions direction distance effect ends equal equation estimate evident expression extended extreme feet figure flexure follows foot force give given greater greatest half horizontal increased interval iron joint lateral braces lattice length limit lineal load lower chord material maximum middle nearly necessary neutral axis panel passing perpendicular pieces placed plates portion posts pounds pounds per square practical present pressure principle produced proper proportion represent resistance result rods secured side single skew-back span square inch stiffness stone strain strength structure sufficient supported supposed surface sustain timbers tion truss upper vertical weight whole weight