Bolted Flange Plate Connection Design with AISC 358-16

s_min ≥ 3d       

AISC 360-16 J3.3

s

84 mm

d

27 mm

s =84 mm > s_min = 3*27=81 mm

√

L_e ≥ L _{e- min}     

AISC 360-16 J3.4

L_e

60 mm

L_e ≥ 2d = 2 * 27 = 54 mm conformity check for application

√

L_{e- min}

34 mm

Minimum distance check according to Table J3.4

√

L _e ≥ L _{e- min}     

AISC 360-16 J3.4

L_e

50 mm

Check suitability for L _e ≥ 2d = 2 * 27 = mm application

√

L_{e- min}

34 mm

Minimum distance check according to Table J3.4

√

s_min ≥ 3d       

AISC 360-16 J3.3

s

72 mm

d

24 mm

s =7 mm > s_min = 3*24=72 mm

√

L _e ≥ L _{e- min}     

AISC 360-16 J3.4

L_e

90 mm

Conformity check for L_e ≥ 2d = 2 * 24 = 48 mm application

√

L_{e- min}

30 mm

Minimum distance check according to Table J3.4

√

L _e ≥ L _{e- min}     

AISC 360-16 J3.4

L_e

60 mm

L _eh ≥ 2d = 2 * 24 = 48 mm conformity check for application

√

L_{e- min}

30 mm

Minimum distance check according to Table J3.4

√

w ≥ w_min     

AISC 360-16 Table J2.4

w

11.315 mm

√

w_min

5 mm

Table J2.4

√

w ≥ w_min     

AISC 360-16 Table J2.4

w

11.315 mm

√

w_min

6 mm

Table J2.4

√

w ≥ w_min     

AISC 360-16 Table J2.4

w

11.315 mm

√

w_min

6 mm

Table J2.4

√

Beam span / Beam cross-section height

9144 mm /550 mm=16.63

≥9.0

Beam cross-section height, d_b

550 mm

≤ 920

Beam head thickness, t_bf

17.2 mm

≤25

Column cross section height

650 mm

≤ 920 mm

Bolt class

8.8

8.8 - 10.9

Bolt size

M27

≤ M27

Min yield stress of flange plate material

275 MPa

235 /275 / 355 MPa

Flange plate weld

CJP

CJP

b_f

210 mm

AISC 358-16 7.6-2

R_y

1.40

F_y

235 N/mm²

R_t

1.10

F_u

360 N/mm²

d_b

d_b

14.765 mm

27 mm

1.829

√

A_b

AISC 360-16 J3-1

F_n

R_n

ΦR_n

2097.19 kN

1855.079 kN

1.131

√

d_h

27+3=30 mm

L_c,edge

R_n

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

2097.19 kN

5866.214 kN

0.358

√

d_h

27+3=30 mm

L_c,edge

R_n

AISC 360-16 J3-6a

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

2097.19 kN

2768.57 kN

0.758

√

A_g

F_y

275 N/mm²

R_n

AISC 360-16 J4-1

ΦR_n

2097.19 kN

1848 kN

1.135

√

A_n

A_e

F_u

410 N/mm²

U

1.00

R_n

AISC 360-16 J4-2

ΦR_n

2097.19 kN

1723.968 kN

1.216

√

A_g

A_nv

A_nt

F_y

275 N/mm²

F_u

410 N/mm²

U_bs

1.0

R_n

AISC 360-16 J4-5

ΦR_n

2097.19 kN

3636.864 kN

0.577

√

A_g

A_nv

A_nt

F_y

235 N/mm²

F_u

360 N/mm²

U_bs

1.0

R_n

AISC 360-16 J4-5

ΦR_n

2097.19 kN

1716.42 kN

1.222

√

A_b

AISC Manual 14^th 7-8

F_n

R_n

ΦR_n

132.193 kN

183.218 kN

0.722

√

d_h

24+3=27 mm

R_n

AISC 360-16 J3-6a

L_c,spacing

R_n-spacing

R_n

ΦR_n

361.984 kN

971.028 kN

0.373

√

d_h

24+2=26 mm

L_c,edge

R_n

AISC 360-16 J3-6a

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

361.984 kN

1206.187 kN

0.300

√

A_g

F_y

275 N/mm²

R_n

AISC 360-16 J4-3

ΦR_n

361.984 kN

807.84 kN

0.448

√

A_nv

F_u

410 N/mm²

R_n

AISC 360-16 J4-4

ΦR_n

361.984 kN

698.738 kN

0.518

√

A_nv

F_u

360 N/mm²

R_n

AISC 360-16 J4-4

ΦR_n

361.984 kN

873.925 kN

0.414

√

A_g

A_nv

A_nt

F_y

275 N/mm²

F_u

410 N/mm²

U_bs

1.0

R_n

AISC 360-16 J4-5

ΦR_n

361.984 kN

912.168 kN

0.397

√

d_p

408 mm

F _y

275 N/mm²

t _p

12 mm

a

110 mm

R_n

AISC 360-16 J4-5 

ΦR_n

361.984 kN

728.794 kN

0.338

√

w

11.315 mm

F_E

490 N/mm²

l

408 mm

e

110 mm

R_n

ΦR_n

361.984 kN

1152.2 kN

0.314

√

P_r

429.124 kN

AISC 360-16 J10-9

P_y

F_y

275000 kN/m²

A_g

28634.759 mm²

d_c

650 mm

t_w

16 mm

R_n

ΦR_n

1776.832 kN

1716 kN

1.035

√

t_min ≥u / 180

TBDY 2018 9.3.4.2(b)

t_min = t_w

16 mm

t_w

16 mm

u

2207.2 mm

12.262 mm

16 mm

0.766

√