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402INDEX

A B C D E F G H I J K L M N O P Q R S T U V W XYZ
Unprotected concrete piers 310
Unsatisfactory conditions of existing elevated railroads, reasons for24
Unsupported widths of plates in compression174
Uplift for highway draw-spans, assumed239
Uplift loads for draw-spans184
Upward dead-load reactions in draw-spans122
Use of cast-iron trimmings for decoration52
Use of dynamite in pier-sinking 303
Use of high steel 8
Use of judgment in designing 15
Use of labor-saving devices 13
Use of powder in quarrying297
Use of slide-rule333
Use of superfluous metal 17
Use of supplementary angles for open-webbed, riveted girders27
Use of water-jet in pile-driving314
Vain efforts of engineers to compromise with grace by ornamentation41
Value of faculty of judgment 14
Van Buren Street Bascule Bridge, Chicago106
Variation in cost of piers with span length35
Variation in weight251
Variation of truss-weight with span-length 35
Variation of weight of lateral system with span-length35
Variation of weight of metal with length of opening in cantilever bridges76
Various types of arches80
Vertical posts, sections of 171
Vertical sway-bracing219
Viaducts 86
Viaducts, economic layouts of 87
Viaducts, ornamentation of52
Violation of principles in designing45
Washers, specifications for 258
Washing drawings with benzine346
Waste of money in designing5
Water-jet, use of, in pile-driving 314
Water-power for operating draw-spans 120
Wearing-floors 215
Web members of open-webbed; riveted girders, sectional areas for27
Web-plates at ends of open-webbed, riveted girders169
Webs of drums193
Webs of girders for elevated railroads 94
 
 
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