Skip to end of metadata
Go to start of metadata

You are viewing an old version of this page. View the current version.

Compare with Current View Page History

« Previous Version 13 Next »

Single Angle Connection with AISC 360-16 is explained in detail under this title.

Connection Geometry

Geometry Checks

Bolt Spacing

smin ≥ 3d       

AISC 360-16 J3.3

 

 

s

79.5 mm

 

 

d

20 mm

s =79.5 mm > smin = 3*20=60 mm

Horizontal Edge Distance

Leh ≥ Le- min     

AISC 360-16 J3.4

 

 

Leh

50.75 mm

Leh ≥ 2d = 2 * 20 = 40 mm conformity check for application

Le- min

26 mm

Minimum distance check according to Table J3.4

Vertical Edge Distance

Lev ≥ Le- min     

AISC 360-16 J3.4

 

 

Lev

40 mm

Leh ≥ 2d = 2 * 20 = 40 mm conformity check for application

Le- min

26 mm

Minimum distance check according to Table J3.4

Weld Size

a ≥ amin     

AISC 360-16 Table J2.4

 

 

a

6 mm

 

amin

3.5 mm

Table J2.4

Erection Stability

L ≥ hb /  2

 

 

L

239 mm

 

 

hb

248.6 mm

L=239 > 248.6/2=124.3 mm

Strength Checks

Angle Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

AISC 360-16 J4-3

Rn / Ω

 

Required

Available

Check

Result

68,159 kN

270 kN

0.252

Beam Shear Rupture

Anv

 

Fu

362.846 N/mm2

 

Rn

AISC 360-16 J4-4

Rn / Ω

 

Required

Available

Check

Result

68,159 kN

176.213 kN

0.387

Angle Shear Rupture at Beam

Anv

 

Fu

362.846 N/mm2

 

Rn

AISC 360-16 J4-4

Rn / Ω

 

Required

Available

Check

Result

68.159 kN

218.143 kN

0.312

Angle Block Shear at Beam

Ag

 

Anv

 

Ant

 

Fy

235.359 N/mm2

 

Fu

362.846 N/mm2

 

Ubs

1.0

 

 

 

Rn

AISC 360-16 J4-5

Rn / Ω

 

Required

Available

Check

Result

68.159 kN

252,971 kN

0.269

Bolt Bearing on Beam

dh

20+2=22 mm

 

Lc,edge

 

Rn

AISC 360-16 J3-6a

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

 

Rn / Ω

 

Required

Available

Check

Result

68.159 kN

185.487 kN

0.367

Bolt Bearing on Angle at Beam

dh

20+2=22 mm

 

Lc,edge

 

Rn

AISC 360-16 J3-6a

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

Rn / Ω

 

Required

Available

Check

Result

68.159 kN

284.75 kN

0.239

Bolt Shear at Beam

Ab

Fn

 

Rn

 

Rn / Ω

 

Required

Available

Check

Result

37.382 kN

56.549 kN

0.661

Weld Strength at Support

Fe

480000 kN/m2

w

The weld thickness taken from the combination menu is 0.707 * w value. 6 / 0.707 = 8.487 mm

Fu

362.846  N/mm2

t

12 mm

Rnw

RnBM

Rn

R n / Ω

Required

Available

Check

Result

248.654 kN/m

864 kN/m

0.288



  • No labels