Design of 8 Bolts Stiffened End Plate Connection

s_min ≥ 3d       

ÇYTHYEDY 13.3.6

s

90 mm

d

24 mm

s =90 mm > s_min = 3*24=72 mm

√

L_eh ≥ L_{e- min}     

ÇYTHYEDY 13.3.7

L_eh

42.5 mm

L_{e- min}

32 mm

Tablo 13.9 gereği minimum uzaklık kontrolü

√

L_ev ≥ L_{e- min}     

ÇYTHYEDY 13.3.7

L_ev

35 mm

L_{e- min}

32 mm

Tablo 13.9 gereği minimum uzaklık kontrolü

√

a ≥ a _min     

a

5 mm

√

a _min

3.5 mm

Tablo 13.4

√

a ≥ a _min     

a

9 mm

a _min

4 mm

Tablo 13.4

√

a ≥ a _min     

a

9 mm

a _min

4 mm

Tablo 13.4

√

a ≥ a _min     

a

8 mm

a _min

4 mm

Tablo 13.4

√

a ≥ a _min     

a

8 mm

a _min

4 mm

Tablo 13.4

√

Beam span/Beam cross section height

8000mm /450mm=17.78

≥7.0

Faceplate thickness, t _p

25mm

18≤t _p ≤65

Front plate width, b _p

215mm

B 215≤ _P ≤ 400

Horizontal distance between bolts, g

130mm

125≤g≤155

p _fi

40mm

40≤p _fi ≤50

p _fo

40mm

40≤p _fi ≤50

p _b

90mm

90≤p _b ≤100

Beam cross-section height, d _b

450mm

450≤ d _b ≤ 950

Beam head thickness, t _bf

14.6mm

14≤t _bf ≤35

Column cross-section height

450

≤ 920mm

Bolt class

10.9

8.8 - 10.9

Min yield stress of faceplate material

275 MPa

235 /275/355 MPa

Title plate source

CJP

CJP

M_uc

810.184 kNm

AISC 358-16 (6.8-4)

F_t

750000 kN/m²

h₁

h₂

h₃

h₄

d_b

20.946 mm

24 mm

0.873

√

M_uc

810.184 kNm

AISC 358-16 (6.8-5)

F_yp

275000 kN/m²

s

Y_p

Y_p

6228.788

t_p

22.913 mm

25 mm

0.917

√

t_bw

9.4 mm

AISC 358-16 (6.8-9)

F_yb

275000 kN/m²

F_ys

275000 kN/m²

t_s

15 mm

9.4 mm

15 mm

0.627

√

h_s

210 mm

AISC 358-16 (6.8-10)

t_s

15 mm

E

205939650 kN/m²

F_ys

275000 kN/m²

11 mm

15.102 mm

0.728

√

F_ys

275000 kN/m²

AISC DG 4-2^nd

3.2.10

t_s

15 mm

F_e

480000 kN/m²

w

8.103 mm

12.73 mm

0.637

√

F_ys

275000 kN/m²

AISC DG 4-2^nd

3.2.10

t_s

15 mm

F_e

480000 kN/m²

w

7.938 mm

8.487 mm

0.935

√

A_b

F_n

R_n

ΦR_n

265.11 kN

1465.74 kN

0.181

√

d_h

24+2=26 mm

L_c,edge

R_n

ÇYTHYEDY 13.3.13

Denklem 13.14a ve13.14b

R_n-edge

L_c,spacing1

R_n-spacing1

L_c,spacing2

R_n-spacing2

R_n

ΦR_n

265.11 kN

3854.52 kN

0.069

√

d_h

24+2=26 mm

R_n

ÇYTHYEDY 13.3.13

Denklem 13.14a ve13.14b

R_n-edge

L_c,spacing1

R_n-spacing1

L_c,spacing2

R_n-spacing2

R_n

ΦR_n

265.11 kN

5499.187

0.048

√

F_yp

275000 kN/m²

AISC 358-16

(6.7.6)3

t_bw

9.4 mm

F_e

480000 kN/m²

w

5.078 mm

7.072 mm

0.718

√

M_uc

810.184 kNm

AISC 358-16 (6.8-13)

F_yc

355000 kN/m²

s

Y_c

Y_c

t_cf

17.954 mm

26 mm

0.691

√

t_min≥u/180

TBDY 2018 9.3.4.2b

t_min=t_w

14 mm

t_w

14 mm

u

1637.6 mm

9.098 mm

14 mm

0.65

√