Splice Connection Design with AISC 360-16 is explained in detail under this title.

Joint Geometry

GEOMETRY CHECKS

Bolt Spacing at Flange

smin ≥ 3d       

AISC 360-16 J3.3

 

 

s

72 mm

 

 

d

24 mm

s =72 mm > smin = 3*24=72 mm

√

Horizontal Edge Distance at Flange

Leh ≥ Le- min     

AISC 360-16 J3.4

 

 

Leh

75 mm

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

√

Le- min

30 mm

Minimum distance check according to Table J3.4

√

Vertical Edge Distance at Flange

Lev ≥ Le- min     

AISC 360-16 J3.4

 

 

Lev

35 mm

 

 

Le- min

30 mm

Minimum distance check according to Table J3.4

√

Bolt Spacing at Web

smin ≥ 3d       

AISC 360-16 J3.3

 

 

s

113 mm

 

 

d

24 mm

s =113 mm > smin = 3*24=72 mm

√

Horizontal Edge Distance at Web

Leh ≥ L e- min     

AISC 360-16 J3.4

 

 

Leh

55 mm

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

√

Le- min

30 mm

Minimum distance check according to Table J3.4

√

Vertical Edge Distance at Web

Lev ≥ Le- min     

AISC 360-16 J3.3

 

 

Lev

49.5 mm

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

√

Le- min

30 mm

Minimum distance check according to Table J3.4

√

STRENGTH CHECKS

Bolt Shear at Flange

Ab

AISC 360-16 J3-1

Fn

Rn

ΦRn

 

Required

Ready

Rate

Control

425.018 kN

732.87 kN

0.580

√

Bolt Bearing on Flange Plate

dh

24+3=27 mm

 

Lc,edge

 

Rn

AISC 360-16 J3-6a

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

425.018 kN

1341.36 kN

0.317

√

Bolt Bearing on Beam Flange

dh

24+3=27 mm

 

Lc,edge

 

Rn

AISC 360-16 J3-6a

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

418.114 kN

1305.591 kN

0.320

√

Flange Plate Tension Yield

Ag

 

Fy

235 N/mm2

 

Rn

AISC 360-16 J4-1

ΦRn

Required

Available

Ratio

Control

301.881 kN

571.92 kN

0.529

√

Flange Plate Tension Rupture

An

 

Ae

 

Fu

360 N/mm2

 

U

1.00

 

Rn

AISC 360-16 J4-2

ΦRn

 

Required

Available

Ratio

Control

301.881 kN

494.1 kN

0.611

√

Flange Plate Block Shear

Ag

 

Anv

 

Ant

 

Fy

235 N/mm2

 

Fu

360 N/mm2

 

Ubs

1.0

 

 

 

Rn

AISC 360-16 J4-5

ΦRn

 

Required

Available

Ratio

Control

301.881 kN

860.828 kN

0.351

√

Beam Flange Block Shear

Ag

 

Anv

 

Ant

 

Fy

235 N/mm2

 

Fu

360 N/mm2

 

Ubs

1.0

 

 

 

Rn

AISC 360-16 J4-5

ΦRn

 

Required

Available

Ratio

Control

301.881 kN

837.867 kN

0.360

√

Flange Plate Compression Yield

K

0.65

 

L

150 mm

 

r

4.33 mm

 

KL / r

22.52

 

Fy

235 N/mm2

 

Ag

 

Rn

AISC 360-16 J4-6

ΦRn

 

Required

Available

Ratio

Control

418.114 kN

571.05 kN

0.732

√

Bolt Shear at Web

Ab

Fn

Rn

AISC 360-16 J3-1

ΦRn

Required

Available

Ratio

Control

0.031 kN

244.29 kN

0.00013

√

Crushing in the Bolt Hole of the Body Plate

dh

24+3=27 mm

 

Lc,edge

 

Rn

AISC 360-16 J3-6a

Rn-edge

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

0.031 kN

233.28 kN

0.0001

√

Bolt Bearing on Beam Web

dh

24+3=27 mm

 

Lc,edge

 

Rn

AISC 360-16 J3-6a

Rn-edge

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

0.031 kN

126.392 kN

0.00024

√

Web Plate Shear Yield

Ag

 

Fy

235 N/mm2

 

Rn

AISC 360-16 J4-3

ΦRn

 

Required

Available

Ratio

Control

0.075 kN

916.5 kN

0.0001

√

Web Plate Shear Rupture

Anv

 

Ae

 

Fu

360 N/mm2

 

Rn

AISC 360-16 J4-4

ΦRn

 

Required

Available

Ratio

Control

0.075 kN

771.12 kN

0.0001

√

Beam Shear Rupture

Anv

 

Ae

 

Fu

360 N/mm2

 

Rn

AISC 360-16 J4-4

ΦRn

 

Required

Available

Ratio

Control

0.075 kN

552.76 kN

0.0001

√

Block Slip in the Body Plate

Ag

 

Anv

 

Ant

 

Fy

235 N/mm2

 

Fu

360 N/mm2

 

Ubs

1.0

 

 

 

Rn

AISC 360-16 J4-5

ΦRn

 

Required

Available

Ratio

Control

0.075 kN

801.38 kN

0.0001

√

Next Topic

Splice Connection Design Report

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