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Nature Incorporated: Industrialization and the Waters of New England
Limited preview - 2004
1amo acid angle architecture assumed bending bending moment Bessemer bottom carbon cent centre chemical circular girder coating column compression connection consideration considered construction cylinder determined diagonal diameter elastic limit Elements elongation Engineering erected factor of safety failure feet fibres flange force formula foundations grades gravity horizontal i2mo i6mo joint length load manufacture masonry material maximum Mechanics metal method moment of inertia morocco open-hearth open-hearth process oxide paint phosphorus pipe plane points of support posts pounds per square practice produced Prof radial radius of gyration red lead reservoirs resistance ring rivet-hole rivets rods rust safe section of plate shear shell shown specifications square inch stand-pipe steel plate stone stress structural steel struts sulphur surface tank tensile strength tension tests thickness of plate tion tons tower Treatise truss ultimate strength usually vertical water-supply water-tower weight wrought iron