Iron Viaducts for Highways |
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according adopted advisable allow amount angle 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 employed ends engineer erection examining excessive expert fail faults feet fixed floor girders grade greater hand heavy highway bridges horizontal important inch increase iron iron joists ironwork joists KANSAS CITY lateral least length less limiting load longitudinal manner masonry material merely metal method Moreover narrow necessary necessity object ordinary parties pedestals pieces plate portion pound practice prepare pressure prevent proper properly reason requirements result rigidity rivets road roller roadway saving shear short side skew sockets space spans specialist standard specifications stress structure struts sway bracing sway rods tension thick transverse true truss unless usually various viaduct vibration webs weight width writer's