Aisc Bolt Group Coefficients: n8-r2-s3-a30
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
| group id | eccentricity in | C coefficient (dimensionless) | angle deg (deg) | bolt rows (dimensionless) | bolt spacing in (in) | n bolts (dimensionless) | notes |
|---|---|---|---|---|---|---|---|
| n8-r2-s3-a30 | 3 | 7.3 | 30 | 2 | 3 | 8 | 8 bolts 2 rows s=3in e=3in theta=30 |
| n8-r2-s3-a30 | 6 | 6.22 | 30 | 2 | 3 | 8 | 8 bolts 2 rows s=3in e=6in theta=30 |
| n8-r2-s3-a30 | 9 | 5.21 | 30 | 2 | 3 | 8 | 8 bolts 2 rows s=3in e=9in theta=30 |
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