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Aisc Bolt Group Coefficients

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 Engineering21 sections63 sample rowsKey: group_id

Attributes

n_boltsdimensionless
bolt_rowsdimensionless
bolt_spacing_inin
angle_degdeg
C_coefficientdimensionless
notes

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