1 inch = 25.4 mm
Longitudinal direction:
Shear forces are transferred from the mezzanines to edge beams of the braced frame bays through shear
studs.
Shear demand on shear studs = longitudinal diaphragm shear = 297 plf (4.33 KN/m)
Details for cast-in-place concrete slabs not monolithic with supporting framing are given in Figure 7-52.
The concrete filled deck has a total thickness of less than 6" (15.2 cm) which calls for the use of 3"
(7.6cm) automatically welded studs with granular flux filled ends. The studs shall be spaced at every four
feet (1.22m).
1 inch = 25.4mm
1 foot = 0.305m
H1-54
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