| TABLE | | | PAGE |
| I. | Coefficients of Impact for Railway Bridges, |
 | 351 |
| II. | Coefficients of Impact for Highway Bridges, |  | 352 |
| III. | Intensities for Inclined End Posts, |  | 353 |
| IV. | Intensities for Top-Chord Compression members, |  | 354 |
| V. | Intensities for Intermediate Posts and Subdiagonals with One or Two Hinged Ends, |  | 355 |
| VI. | Intensities for Columns of Viaducts and Elevated railroads, and for all Lateral Struts and other Compression Members with Fixed Ends, excepting Chords of Trusses, |  | 356 |
| VII. | Centrifugal Force in Percentages of Live Load | | 357 |
| VIII. | Sizes and Weights of Stay-Plates and Lacing-Bars for Ordinary Posts | | 358 |
| IX. | Bending Moments on pins | | 361 |
| X. | Bearing on Pins | | 362 |
| XI. | Intensities for Forked Ends and Extension-Plates of Compression-Members, |  | 363 |
| XII. | Shearing and Bearing Values of Rivets | | 364 |
| XIII. | Coefficients of W tan θ for both Compression and Tension Stresses in Bottom Chords of Through-Bridges and Top Chords of Deck-Bridges, due to Wind Loads applied to said Chords, when the Lateral System is of Double Cancellation | | 365 |
| XIV. | Coefficients of (W sec θ)/n (where n = number of Panels in Span) for Wind-Load Stresses in the Diagonals of Lateral Systems of Single Cancellation. These Coefficients apply | |