Aisc Bolt Group Coefficients: n8-r2-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: n8-r2-s3-a03 rows
group ideccentricity inC coefficient (dimensionless)angle deg (deg)bolt rows (dimensionless)bolt spacing in (in)n bolts (dimensionless)notes
n8-r2-s3-a036.6602388 bolts 2 rows s=3in e=3in theta=0
n8-r2-s3-a065.3802388 bolts 2 rows s=3in e=6in theta=0
n8-r2-s3-a094.3802388 bolts 2 rows s=3in e=9in theta=0

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