. Official proceedings . End Joint & Pedestal At L 11 FIG. 13. as that of the flanges themselves to resist axial stress. The ad-ditional tension carried by the web of the chord member istransferred across the joint by the strap plates; these are welded. Typical Welding Conn. Al U 9 (As Shewn)Typical Wcldmg Conn At U 1 (Opp Hand & Noted) FIG. 14. 203 not only along the horizontal edges but also through the slots, which are J/> inch square in section. There plates are bolted tothe members for erection purposes. Figs. 14 and 15 show other truss joints. In all top chord jointsthe chord members
. Official proceedings . End Joint & Pedestal At L 11 FIG. 13. as that of the flanges themselves to resist axial stress. The ad-ditional tension carried by the web of the chord member istransferred across the joint by the strap plates; these are welded. Typical Welding Conn. Al U 9 (As Shewn)Typical Wcldmg Conn At U 1 (Opp Hand & Noted) FIG. 14. 203 not only along the horizontal edges but also through the slots, which are J/> inch square in section. There plates are bolted tothe members for erection purposes. Figs. 14 and 15 show other truss joints. In all top chord jointsthe chord members are milled to bear, and the welds are utilizedto transfer the web member stresses and to hold the chord
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Keywords: ., bookcentury1900, bookdecade1900, bookidofficialproc, bookyear1901
