ACI 543R-12 Guide To Design, Manufacture, and Installation by ACI Committee 543

By ACI Committee 543

This record offers concepts to help the layout architect/engineer, producer, building engineer, and contractor within the layout, manufacture, and install of so much forms of concrete piles.

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Additional info for ACI 543R-12 Guide To Design, Manufacture, and Installation of Concrete Piles

Example text

1 Required shear force transferred by shear connectors, kips (N) . . . . . 1 Available shear strength, kips (N) . . . . . . . . . . . . . . . . . . 3 Nominal shear strength, kips (N) . . . . . . . . . . . . . . . . . . . G1 Required shear strength at the location of the stiffener, kips (N) . . . . 3 Required shear strength using LRFD or ASD load combinations, kips (N) . . . . . . . . . . . . . . . . . . . . . . . .

1 Width of unstiffened compression element; for flanges of I-shaped members and tees, the width b is half the full-flange width, b f ; for legs of angles and flanges of channels and zees, the width b is the full nominal dimension; for plates, the width b is the distance from the free edge to the first row of fasteners or line of welds, or the distance between adjacent lines of fasteners or lines of welds; for rectangular HSS, the width b is the clear distance between the webs less the inside corner radius on each side, in.

D2 Nominal axial compressive strength without consideration of length effects, kips (N) . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Nominal bearing strength of concrete, kips (N) . . . . . . . . . . . . 1 Required second-order axial strength using LRFD or ASD load combinations, kips (N) . . . . . . . . . . . . . . . . . . . . . . . 1 Required axial compressive strength using LRFD or ASD load combinations, kips (N) .

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