Page Comparison

L_ev ≥ L_{e- min}     

ÇYTHYEDY 13.3.7

L_ev

35 mm

L_{e- min}

32 mm

Tablo Table 13.9 gereği minimum uzaklık kontrolü

√

a ≥ a_min     

a

5 mm

√

a_min

3.5 mm

Tablo Table 13.4

√

a ≥ a_min     

a

9 mm

a_min

4 mm

Tablo Table 13.4

√

a ≥ a_min     

a

9 mm

a_min

4 mm

Tablo Table 13.4

√

a ≥ a_min     

a

8 mm

a_min

4 mm

Tablo Table 13.4

√

a ≥ a_min     

a

8 mm

a_min

4 mm

Tablo Table 13.4

√

Beam span/Beam cross section heightdepth

8000mm /450mm=17.78

≥7.0

Faceplate End plate thickness, t_p

25mm

18≤t _p ≤65

Front End 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 heightdepth, d_b

450mm

450≤ d _b ≤ 950

Beam head flange thickness, t_bf

14.6mm

14≤t _bf ≤35

Column cross-section heightdepth

450

≤ 920mm

Bolt classgrade

10.9

8.8 - 10.9

Min yield stress of faceplate end plate material

275 MPa

235 /275/355 MPa

Title Flange plate sourceweld

CJP

CJP

20.946 mm

24 mm

0.873

√

22.913 mm

25 mm

0.917

√

9.4 mm

15 mm

0.627

√

8.103 mm

12.73 mm

0.637

√

7.938 mm

8.487 mm

0.935

√

d_h

24+2=26 mm

L_c,edge

R_n

ÇYTHYEDY 13.3.13

Denklem Eq. 13.14a ve13and 13.14b

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 Eq. 13.14a ve13and 13.14b

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

√

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

Image Removed

26

17.954 mm

26 mm

0.691

√

t_min≥u/180

Image Removed

TBDY 2018 9.3.4.2b

t_min=t_w

14 mm

t_w

14 mm

u

1637.6 mm