een erected was the holding power of the rivets under side of the roof trusses being 16)^ feet. The of longitudinal wind-bracing is not peculiar to this and angles by which the longitudinal struts were total height from the pier to the roof of the lantern pier shed, which is a structure of the… … and W. S. to the floor and WRECK OF A STEAMSHIP FIEB SHED AT NEW YOEK CITY. ) 1898 SCIENTIFIC AMERICAN, INC.
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