Page 522 - Forensic Structural Engineering Handbook

Flat- Bearing Buckling Shear Column Repetitive area stiffness stress stability Form Curvature member Incising use factor factor h factor g factor factor factor f factor e factor factor d — — — — C f C c C r C i C fu — — — — — — — C i — — — C H — — —

Volume factor a, c C V — — — — — —

Size Beam stability factor b factor a C F C L C F — — — — — C F — — — — —
Applicability of Adjustment Factors Temp- Wet- erature service factor factor C t C M C t C M C t C M C t C M C t C M C t C M C t — a The beam stability factor C L shall not apply simultaneously with the volume factor C v for glued laminated timber bending members. Therefore the lesser

TABLE 14.1 Load duration factor C D F b F b ′= C D F t F t ′ = C D F v F v ′= — F c F c ′= C D F c ′= F c — E E′= C D F g F g ′= of these adjustment factors shall apply. round timber bending members. bending members.

14.13