any of the neighboring plates ensuring the simply supported boundary condition along four edges. Another very practical case is shear loading. For example \I" beams with a relatively high web or girders may fail by shear buckling, Fig. (11.7), in the compressive side when subjected to bending.
Installation & Fastening of Wood Structural Panel Wall For a building constructed in accordance with the International Residential Code (IRC), changing from a 6d common (2" x 0.113") nail to a 6d box (2" x 0.099") nail would require the fastener spacing to decrease from 6" o.c. along panel edges and 12" o.c. in the field to 3" o.c. along panel edges and 6" o.c. in the field. If the framer uses the
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THE DESIGN OF CAST-IN PLATES - Steel ConstructionThe plate, shear studs and reinforcing bars are embedded in the concrete structure and are referred to as cast-in or embedment plates. After the plates have been cast into the core wall and steel erection is under way, the position of the plates is surveyed and an element is welded to the face of the plate (often
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