Wzn

90.Rd

i.e. F190.Rd exceeds F1xd; therefore OK 2. Resultant force in shear plane (1) is at (45 - 012) ■ deg to the axis of member 2 Design shear force on member 2 from the resultant force in shear plane (1), F2xd F2xd = 2 ■ Fv.sp.1 ■ sin(45 ■ deg - 012 ■ deg) F2xd = 2.46 x 103 N

Design splitting capacity of member 2, F290 Rd (equation (10.41(c)) (EC5, 8.1.4))

Distance from extreme bolt position to h2e = — + 0.5 ■ a1 ■ cos(45 ■ deg) the loaded face of member 1, h2e h2e = 119.32 mm

0 0

Post a comment