Page Comparison

s _min ≥ 3d       

ÇYTHYEDY 13.3.6

s

84 mm

d

27 mm

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

√

L _e ≥ L _{e- min}     

ÇYTHYEDY 13.3.7

The _e

60 mm

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

√

L _{e- min}

36 mm

Minimum distance check according to Table 13.9

√

L _e ≥ L _{e- min}     

ÇYTHYEDY 13.3.7

L _e

50 mm

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

√

L _{e- min}

36 mm

Minimum distance check according to Table 13.9

√

a ≥ a _min     

ÇYTHYEDY 13.3.7

a

9 mm

√

a _min

3.5 mm

Table 13.4

√

s _min ≥ 3d       

ÇYTHYEDY 13.3.6

s

72 mm

d

24 mm

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

√

L _e ≥ L _{e- min}     

ÇYTHYEDY 13.3.7

The _e

90 mm

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

√

L _{e- min}

32 mm

Minimum distance check according to Table 13.9

√

L _e ≥ L _{e- min}     

ÇYTHYEDY 13.3.7

The _e

60 mm

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

√

L _{e- min}

32 mm

Minimum distance check according to Table 13.9

√

a ≥ a _min     

ÇYTHYEDY 13.3.7

a

8 mm

√

a _min

3.5 mm

Table 13.4

√

a ≥ a _min     

ÇYTHYEDY 13.3.7

a

8 mm

√

a _min

4 mm

Table 13.4

√

a ≥ a _min     

ÇYTHYEDY 13.3.7

a

8 mm

√

a _min

4 mm

Table 13.4

√

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 header plate material

275 MPa

235 /275 / 355 MPa

Title plate welding

CJP

CJP

b_f

210 mm

Table 9B.3

R _y

1.40

F _y

235.359 N/mm2

R_t

1.10

F _u

362.846 N/mm2

d _b

d _b

15.32 mm

27 mm

0.567

√

A _b

F_n

R_n

ΦR_n

1628.396 kN

1855.079 kN

0.878

√

d _h

27+3=30 mm

L_c,edge

R_n

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

1628.396 kN

5866.214 kN

0.278

√

d _h

27+3=30 mm

L_c,edge

R_n

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

1628.396 kN

279,455 kN

0.584

√

A _g

F _y

275 N/mm²

R_n

ÇYTHYEDY 13.15

ΦR_n

1628.396 kN

1848 kN

0.881

√

A_n

A _e

F _u

410 N/mm²

U

1.00

R_n

ÇYTHYEDY 13.16

ΦR_n

1628.396 kN

1723.968 kN

0.945

√

A _g

A _nv

A _e.g.

F _y

275 N/mm²

F _u

410 N/mm²

U_bs

1

R_n

ÇYTHYEDY 13.19

ΦR_n

1628.396 kN

3636.864 kN

0.448

√

A _g

A _nv

A _e.g.

F _y

235.359 N/mm²

F _u

362.846 N/mm²

U_bs

1

R_n

ÇYTHYEDY 13.19

ΦR_n

1628.396 kN

1729.992 kN

0.941

√

A _b

F_n

R_n

ΦR_n

89.994 kN

146,574 kN

0.614

√

d _h

24+2=26 mm

R_n

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

L_c,spacing

R_n-spacing

R_n

ΦR_n

246.43 kN

1000.454 kN

0.246

√

d _h

24+2=26 mm

L_c,edge

R_n

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

246.43 kN

1227,442 kN

0.201

√

A _g

F _y

275 N/mm²

R_n

ÇYTHYEDY 13.17

ΦR_n

246.43 kN

807.84 kN

0.305

√

A _nv

F _u

410 N/mm²

R_n

ÇYTHYEDY 13.17

ΦR_n

246.43 kN

712,022 kN

0.346

√

A _nv

F _u

410 N/mm²

R_n

ÇYTHYEDY 13.17

ΦR_n

246.43 kN

891.709 kN

0.276

√

A _g

A _nv

A _e.g.

F _y

275 N/mm²

F _u

410 N/mm²

U_bs

1

R_n

ÇYTHYEDY 13.19

ΦR_n

246.43 kN

926,338 kN

0.266

√

d_p

408 mm

F _y

275 N/mm²

t _p

12 mm

a

110 mm

R_n

ΦR_n

246.43 kN

728,794 kN

0.338

√

in

11.315 mm

F _E

490 N/mm²

l

408 mm

is

110 mm

R_n

ΦR_n

246.43 kN

1152.2 kN

0.214

√

P _r

429,124 kN

ÇYTHYEDY 13.29a

P_y

F _y

275000 kN/m²

A _g

28634.759 mm²

d _c

650 mm

t_w

16 mm

R_n

ΦR_n

1379.649 kN

1716 kN

0.804

√

t _min ≥u / 180

TBDY 2018 9.3.4.2b

t _min = t _w

16 mm

t_w

16 mm

u

2207.2 mm