Multiply Multiply Depth of Camber Depth of Camber Truss. by Truss. by
1-4 span 2.00 1-12 span .666 1-5 " 1.60 1-13 " .614 1-6 " 1.33 1-14 " .571 1-7 " 1.15 1-15 " .533 1-8 " 1.00 1-16 " .500 1-9 " .888 1-17 " .470 1-10 " .800 1-18 " .444 1-11 " .727 1-20 " .400
TABLE OF AMERICAN WOODS.
Weight per Resistance
in lbs. per
Kind. cubic foot square inch.
Value of s.
in pounds. Extension Compression.
White Pine. 26 12,000 6000 1229 Yellow Pine. 31 12,000 6000 1185 Pitch Pine. 46 12,000 6000 1727 Red Pine. 35 12,000 6000 1527 Virginia Pine. 37 12,000 6000 1456 Spruce. 48 12,000 6000 1036 Tamarack. 26 12,000 6000 907 Canada Balsam. 34 12,000 6000 1123 White Oak. 48 15,000 7500 1743 Red Oak. 41 15,000 7600 1687 Birch. 44 15,000 7000 1928 Ash. 38 16,000 8100 1795 Hickory. 51 15,000 7200 2129 Elm. 45 16,000 8011 1970
The above table is compiled from a much fuller one in Vose’s Treatise on R.R. Construction.
TABLE OF BOLTS AND NUTS CALCULATED FOR A
WORKING STRAIN OF 15,000 LBS. PER
SQUARE INCH OF SECTION.
Diameter. Area. Strength in Weight per Thick’s No. thr’s Inches. Sq. inches. Pounds Foot. Square nut. of nut. per inch.
1/2 .19635 2940 0.66 1-1/4 in 3/4 in 12 5/8 .30680 4602 1.03 1-3/8 3/4 10 3/4 .44179 6630 1.49 1-1/2 7/8 10 7/8 .60132 9019 2.03 1-3/4 1 9 1 .78540 11775 2.65 2 1 8 1-1/8 .99402 14910 3.36 2 1-1/8 7 1-1/4 1.2272 18405 4.17 2-1/4 1-1/4 7 1-3/8 1.4849 22260 5.02 2-1/2 1-3/8 6 1-1/2 1.7671 25505 5.97 2-3/4 1-1/2 6 1-5/8 2.0739 31095 7.01 2-7/8 1-5/8 5 1-3/4 2.4053 36075 8.13 3 1-3/4 5 1-7/8 2.7612 41415 9.33 3-1/4 1-7/8 4-1/2 2 3.1416 47130 10.62 3-1/2 2 4-1/2 2-1/8 3.5166 53190 12.00 3-3/4 2-1/8 4 2-1/4 3.9761 59640 13.40 4 2-1/4 4