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PREQUALIFICATION LIMITS (TBDY Tablo 9B.1)

Beam span / Beam cross-section height

9144 mm /450 mm=20.32

≥7.0

Butt

End plate thickness, tp

30 mm

18≤t

19≤tp

≤65

≤64

Head

End plate width, bp

298

280 mm

215≤

229≤ bp ≤

400

381

Horizontal distance between bolts, g

154

140 mm

125≤g≤155

127≤g≤152

pfi

72

50 mm

40≤p

41≤pfi

≤50

≤51

pfo

72

50 mm

40≤p fi ≤50

Beam cross section height

41≤pfo ≤51

pb

90

89≤pfo ≤95

Beam depth, db

450 mm

450≤ d

457≤db

≤ 950

≤914

Beam

head

flange thickness, tbf

15 mm

14≤t

bf ≤35Column cross section height

bf ≤25

Beam flange width, bbf

190

190≤bbf ≤311

Column depth

650

≤ 920 mm

Bolt

class

grade

10.9

8.8 - 10.9

Min yield stress of the

frontal

end plate material

275 MPa

235 /275 / 355 MPa

Title

Flange plate

welding

weld

CJP

CJP

...

STRENGTH CHECKS

Bolt Diameter

Muc

833

861.

213

35 kNm

AISC 358-16 (6.8-4)

Ft

750000 kN/m2

 

x

h1

 

h2

 

h3

 

h4

 

db

Image RemovedImage Added

 

Required

Ready

Available

Rate

Ratio

Control

22

21.

252

607 mm

30 mm

0.

708

720

√

...

End Plate Thickness

Muc

833.213 kNm

AISC 358-16 (6.8-5)

Fyp

275000 kN/m2

 

s

 

Yp

 

Yp

 

tp

 

Required

Ready

Available

Rate

Ratio

Control

23.01 mm

30 mm

0.767

√

Forehead Plate Bracing Thickness

tbw

9 mm

AISC 358-16 (6.8-9)

Fyb

275000 kN/m2

 

Fys

275000 kN/m2

 

ts

12 mm

 

 

 

 

 

 

Required

Ready

Available

Rate

Ratio

Control

9 mm

15 mm

0.600

√

Local Buckling in Forehead Plate Berkit

hs

210 mm

AISC 358-16 (6.8-10)

ts

15 mm

 

IS

205939650 kN/m2

 

Fys

275000 kN/m2

 

 

 

 

 

Required

Ready

Available

Rate

Ratio

Control

14 mm

15.325 mm

0.914

√

Berkitme Beam Head Welding Thickness

Fys

275000 kN/m2

AISC DG 4-2nd

3.2.10

ts

15 mm

 

Fe

490000 kN/m2

 

in

 

Required

Ready

Available

Rate

Ratio

Control

7.938 mm

8.487 mm

0.935

√

Berkirme Fore Plate Welding Thickness

Fys

275000 kN/m2

AISC DG 4-2nd

3.2.10

ts

15 mm

 

Fe

490000 kN/m2

 

in

 

Required

Ready

Available

Rate

Ratio

Control

7.938 mm

8.487 mm

0.935

√

Slip on Support Bolt

A b

Fn

Rn

ΦRn

Required

Ready

Available

Rate

Ratio

Control

211.464 kN

2290.22 kN

0.092

√

...

dh

30+3=33 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing1

 

Rn-spacing1

 

Lc,spacing2

 

Rn-spacing2

 

Rn

 

ΦRn

 

Required

Ready

Available

Rate

Ratio

Control

211.464 kN

6044.22 kN

0.035

√

...

d h

30+3=33 mm

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing1

 

Rn-spacing1

 

Lc,spacing2

 

Rn-spacing2

 

Rn

 

ΦRn

 

Required

Ready

Available

Rate

Ratio

Control

211.464 kN

6424.142

0.033

√

Beam Body Butt Plate Welding Thickness

F yp

275000 kN/m2

AISC 358-16

(6.7.6) 3

tbw

9 mm

 

F e

490000 kN/m2

 

in

 

Required

Ready

Available

Rate

Ratio

Control

4.763 mm

7.072 mm

0.673

√

Column Head Thickness

M uc

803.836 kNm

AISC 358-16 (6.8-13)

F yp

275000 kN/m2

 

s

 

c

 

And c

 

And c

 

tcf

Required

Ready

Available

Rate

Ratio

Control

21.772mm

31 mm

0.702

√

Column Panel Area Shift

P r

429,124 kN

ÇYTHYEDY 13.29a

Py

 

F y

275000 kN/m2

 

A g

28634.759 mm2

 

d c

650 mm

 

tw

16 mm

 

Rn

 

ΦRn

 

Required

Ready

Available

Rate

Ratio

Control

1696.742 kN

1716 kN

0.989

√

Slip Zone Thickness

t min ≥u / 180

TBDY 2018 9.3.4.2b

t min = t w

16 mm

 

tw

16 mm

 

u

2016 mm

 

Required

Ready

Available

Rate

Ratio

Control

11.2 mm

16 mm

0.700

√