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changes.mady.by.user nurgül Kaya

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...

Required

Available

Ratio

Control

7.938 mm

8.487 mm

0.935

√

Slip on Support Bolt

Ab

AISC 358-16 6.8-11

Fn

Rn

ΦRn

Required

Available

Ratio

Control

211

272.

464

371 kN

2290.22 kN

0.

092

119

√

Bolt

...

Bearing on End Plate

dh

30+3=33 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

AISC 358-16 6.8-12

Rn-edge

 

Lc,spacing1

 

Rn-spacing1

 

Lc,spacing2

 

Rn-spacing2

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

211

272.

464

371 kN

6044.22 kN

0.

035

045

√

Bolt

...

Bearing on Column Flange

dh

30+3=33 mm

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

AISC 358-16 6.8-12

Rn-edge

 

Lc,spacing1

 

Rn-spacing1

 

Lc,spacing2

 

Rn-spacing2

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

211

272.

464

371 kN

6424.142

0.

033

042

√

Beam Body Butt Plate Welding Thickness

Fyp

275000 kN/m2

AISC 358-16

(

6.7.6 (3)

3

tbw

9 mm

 

Fe

490000 kN/m2

 

in

w

 

Required

Available

Ratio

Control

4.763 mm

7.072 mm

0.673

√

Column

...

Flange Thickness

Muc

803

861.

836

352 kNm

AISC 358-16 (6.8-13)

Fyp

275000 kN/m2

 

s

 

c

 

And

Yc

 

And

Yc

 

tcf

Image RemovedImage Added

Required

Available

Ratio

Control

21

22.

772mm

137 mm

31 mm

0.

702

714

√

Column Panel

...

Zone Shear

Pr

429,124 kN

ÇYTHYEDY 13.29a

625.405 kN

AISC 360-16 J10-9

Py

 

Fy

275000 kN/m2

 

Ag

28634.759 mm2

 

dc

650 mm

 

tw

16 mm

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

1696

1754.

742

043 kN

1716 kN

0

1.

989

022

√

ꭓ

...

Panel Zone Thickness

tmin ≥u / 180

TBDY 2018 9.3.4.2b

tmin = t w

16 mm

 

tw

16 mm

 

u

2016 mm

 

Required

Available

Ratio

Control

11.2 mm

16 mm

0.700

√