| TABLE | | PAGE |
| to Lateral Systems composed of Intersecting Diagonal Rods or of Single Diagonal Struts | 366 |
| XV. | Coefficients of W tan θ for Compression-Stresses in Windward Bottom Chords of Through-Bridges, and Windward Top Chords of Deck-Bridges, due to Wind Loads applied directly to said Chords, when the Lateral System is of Single Cancellation. The Tensile Stresses in Leeward Chords are numerically Equal to the Compression-Stresses given in Table for One Panel nearer End of Span | 367 |
| XVI. | Intensities of Working. Stresses for Various Materials | 368 |
| XVII. | Maximum Stresses tinder Dead and Live Loads in Pratt Trusses | 370 |
| XVIII. | Superelevations of Outer Rail on Curves | 372 |