Aisc Bolt Group Coefficients: n2-r1-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
| group id | eccentricity in | C coefficient (dimensionless) | angle deg (deg) | bolt rows (dimensionless) | bolt spacing in (in) | n bolts (dimensionless) | notes |
|---|---|---|---|---|---|---|---|
| n2-r1-s3-a0 | 3 | 1.41 | 0 | 1 | 3 | 2 | 2 bolts 1 row vertical s=3in e=3in theta=0 |
| n2-r1-s3-a0 | 6 | 0.97 | 0 | 1 | 3 | 2 | 2 bolts 1 row vertical s=3in e=6in theta=0 |
| n2-r1-s3-a0 | 9 | 0.73 | 0 | 1 | 3 | 2 | 2 bolts 1 row vertical s=3in e=9in theta=0 |
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