Aisc Bolt Group Coefficients: n9-r3-s3-a0

AISC eccentrically loaded bolt group C-coefficients from SCM 16th Edition Tables 7-6 through 7-13 — Instantaneous Center of Rotation (ICOR) method; C = effective number of bolts resisting shear

Civil Engineeringgroup_id: n9-r3-s3-a03 rows
group ideccentricity inC coefficient (dimensionless)angle deg (deg)bolt rows (dimensionless)bolt spacing in (in)n bolts (dimensionless)notes
n9-r3-s3-a037.9803399 bolts 3 rows 3-bolt columns s=3in e=3in theta=0 — ICOR method
n9-r3-s3-a066.403399 bolts 3 rows s=3in e=6in theta=0
n9-r3-s3-a095.1903399 bolts 3 rows s=3in e=9in theta=0

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