Now, using the formula
we shall have, in round numbers, the following dimensions:
For the 1st panel, 25 feet long, 8 x 10
" 2d " 37 " " 8 x 10
" 3d " 49 " " 8 x 10
" 4th " 64 " " 8 x 10
" 5th " 78 " " 8 x 10
For the lattice work, a double course on each side of each truss, in long spans; and a single course, in shorter spans, of 3 x 6, or 2 x 9 plank, bolted at intersections, is sufficient.
GENERAL TABLE OF DIMENSIONS FOR ARCH
BRACE TRUSS. G.L. VOSE.
| Span. | Rise. | Chords. | Ties. | Braces. | Lattice. |
| 50 | 10 | 2—8 x 10 | 1—8 x 10 | 2—6 x 6 | |
| 75 | 12 | 2—8 x 10 | 1—8 x 10 | 2—6 x 6 | 2 x 9 |
| 100 | 15 | 3—8 x 10 | 2—8 x 10 | 3—6 x 6 | or |
| 150 | 20 | 4—8 x l2 | 3—8 x 10 | 4—6 x 8 | 3 x 6 |
| 200 | 25 | 4—8 x 16 | 3—8 x 10 | 4—6 x 9 |
The arch braces must all foot on an iron thrust block, of which a view is given in Fig. 4, Pl. III; and the centre of pressure of the braces must be directly over a bolster, to prevent crippling.
The several sticks forming a brace must be blocked together at intervals, and when they are spliced,—a butt joint should be used—and it should come in the centre of a panel. Below are given the dimensions of the Thayer Engineering School model.
| Height Ins. | 12 |
| No. Panels | 8 |
| Chords Ins. | 2—1 x ½ |
| Posts Ins. | 1—2/3 x 5/6 |
| Braces Ins. | 2—½ x ½ |
| Lattice Ins. | ¼ x ½ |
| Width Ins. | 13 |