Anchor Bolt Design

Anchor bolt design parameters per ACI 318-19 Chapter 17 — cast-in-place headed bolts and post-installed anchors (wedge and adhesive). Steel failure mode nominal tensile (Nsa) and shear (Vsa) strengths. Concrete breakout must be checked separately.

Civil Engineering4 sections20 sample rowsKey: anchor_id

Attributes

anchor_type

nominal_diameter_inin

embedment_depth_inin

steel_grade

anchor_area_in2in2

Nsa_kipskips

Vsa_kipskips

Fu_ksiksi

bearing_area_in2in2

min_edge_distance_inin

min_spacing_inin

concrete_fc_psipsi

notes

Browse data

CIP-0.5-F1554-36-3.5 to CIP-1.0-F1554-36-6.05 rows CIP-1.125-F1554-36-6.75 to CIP-1.0-F1554-55-8.05 rows CIP-1.25-F1554-55-10.0 to PIW-0.5-A36-carbon-2.255 rows PIW-0.625-A36-carbon-2.75 to PIW-1.25-A36-carbon-5.55 rows

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