Iron Viaducts for Highways |
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according adopted advisable allow amount beams bending better bracing building built called carried cast iron certain columns complete consequently consideration considered contract cost crossing deck demands depth designing detail determine drawings economy effect employ ends engineer examining expert fail faults feet fixed floor girders grade greater hand heavy highway bridges horizontal important inch increase iron iron joists ironwork joists KANSAS lateral least length less limiting load longitudinal lowest manner masonry material maximum metal method Moreover narrow necessary necessity object objectionable obtain occur ordinary parties pedestals pieces plans plate portion practice prepare pressure prevent proper properly reason requirements result rigidity rivets road roller roadway rule saving shear short side skew sockets space spans specialist specifications standard specifications stress structure struts sway bracing sway rods tension thick transverse true truss unless usually various viaduct vibration webs weight width writer's