Unstiffened Seated Connection

a ≥ a_min     

ÇYTHYEDY 13.3.7

a

8 mm

√

a_min

3.5 mm

Table 13.4

√

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

ÇYTHYEDY 13.25b

R_n / Ω

73.288 kN

100,207 kN

0.731

√

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

ÇYTHYEDY 13.26b

R_n / Ω

73.288 kN

98.138 kN

0.747

√

A_g

F_y

235.359 N/mm²

R_n

ÇYTHYEDY 13.17

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

√