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A course on the stresses in bridge and roof trusses, arched ribs and suspension bridges (1904)

Burr, William H. (William Hubert), 1861-1934 · New York : Wiley · leaf 414

An illustration from A course on the stresses in bridge and roof trusses, arched ribs and suspension bridges, 1904, leaf 414
Fig. I. Mr. Theodore Cooper, C.E., in his General Specifica-tions for Iron Bridges and Viaducts, while Fig. 2 showsthe heavy passenger locomotive used by Mr. Jas. M. Wil-son, C.E., in his standard specifications for the Pennsyl-vania R. R. FIXED AND MOVING LOADS. 357 These represent the heaviest… … K:-5-0-^^-56--^—90--^—80-—►]. 96-—*)—50-4^56-45V4-3^ij ^-»J Fig. 2. The moving load usually specified consists of two of any ofthese types of locomotives followed by a uniform train of3,000 pounds per lineal foot. Occasionally the locomotiveconcentrations are followed by those of the train. Besides…

Trusses · Bridges

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