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Steel construction for buildings (1914)

Burt, Henry Jackson, b. 1873 · leaf 544

An illustration from Steel construction for buildings, 1914, leaf 544
any point may be measured. End Connections for Riveted Girders. Heretofore in designingbeams, end connections have been required to resist only verticalshear, but in the case of wind-bracing girders it is evident that theconnection of the girders to the column is chiefly to resist the… … STEEL CONSTRUCTION 257 [mum bending moment is 400,000 foot-pounds or 4,800,000 inch-pounds; the depth of girder is 3 feet and \ inch back to back ofangles. As stated on page , the unit stresses to be used are fifty per cent in excess of those allowed for gravity loads. The girder con-nects to the…

Building, Iron and steel · Steel, Structural · Theses

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