Instructions on Modern American Bridge Building by G. B. N. (George Bates Nichols) Tower
page 14 of 57 (24%)
page 14 of 57 (24%)
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[TeX: $W = \frac{4 \times 1250 bd^2}{L}$] or 5000 bd² W = --------. L [TeX: $W = \frac{5000 bd^2}{L}$] But, to reduce the load to the proper working strain, we must divide this equivalent by 4, the factor of safety, and we shall have 5000 bd² W = --------. 4L [TeX: $W = \frac{5000 bd^2}{4 L}$] Let us apply the formula-- Case I. Given a span of 14 feet, a breadth of 8 inches, a depth of 14 inches. Required the safe load. 5000 bd² |
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