Unstiffened Seated Connection with AISC 360-16

w ≥ w_min     

AISC 360-16 Table J2.4

w

11.315 mm

√

w_min

5 mm

Table J2.4

√

t_w

7.1 mm

l_b

25.7 mm

t_o

10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius)

F_y

235.359 N/mm²

R_n

AISC 360-16 J10-3

R_n / Ω

73.288 kN

100.207 kN

0.732

√

t_w

7.1 mm

t_f

10.7 mm

l_b

25.7 mm

d

300 mm

E

205939650 kN/m²

F_y

235.359 N/mm²

R_n

AISC 360-16 J10-5a

R_n / Ω

73.288 kN

98.138 kN

0.747

√

A_g

F_y

235.359 N/mm²

R_n

AISC 360-16 J4-3

R_n / Ω

73.288 kN

141.215 kN

0.519

√

F_e

480000 kN/m²

w

11.315 mm

F_u

362.846  N/mm²

l

110 mm

e

60mm

R_n

R_n / Ω

73.288 kN

74.06 kN

0.990

√