. Official proceedings . FIG. FIG. 5. riveted joints. Figs. 1 and 2 show cantilever joints which devel-oped the ultimate bending resistance of the cantilever arms, aperformance not to be matched by riveted joints regardless ofnumber, size or arrangement of rivets and connecting and similar tests paved the way for the first use of fullycontinuous beams and girders in steel building construction,which occurred in the Sharon Building. This statement ismade with due respect to the prior use of cantilever beam con-struction in riveted buildings and the familiar continuous plate-gird
. Official proceedings . FIG. FIG. 5. riveted joints. Figs. 1 and 2 show cantilever joints which devel-oped the ultimate bending resistance of the cantilever arms, aperformance not to be matched by riveted joints regardless ofnumber, size or arrangement of rivets and connecting and similar tests paved the way for the first use of fullycontinuous beams and girders in steel building construction,which occurred in the Sharon Building. This statement ismade with due respect to the prior use of cantilever beam con-struction in riveted buildings and the familiar continuous plate-girder of turn-tables and deck bridges. Figs. ■) to 5 show a
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Keywords: ., bookcentury1900, bookdecade1900, bookidofficialproc, bookyear1901
