GEOMETRY CHECKS

Bolt Spacing

smin ≥ 3d       

AISC 360-16 J3.3

 

 

s

180 mm

 

 

d

24 mm

s =180 mm > smin = 3*24=72 mm

Horizontal Edge Distance

Leh ≥ Le- min     

AISC 360-16 J3.4

 

 

Leh

70 mm

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

Le- min

30 mm

Minimum distance check according to Table J3.4

Vertical Edge Distance

Lev ≥ L e- min     

AISC 360-16 J3.4

 

 

Lev

45 mm

 

 

Le- min

30 mm

Minimum distance check according to Table J3.4

Strength Controls

Base Plate Thickness (Compession)

fc

25000 kN/m2

 

A1

 

A2

 

qmax

 

fp(max)

 

fp(max)

 

e

 

ecrit

 

Y

 

Y

 

f

 

le

45 mm

 

l

max(m,n)=141.25 

 

m

 

n

 

h

650 mm

 

b

300 mm

 

N

900 mm

 

B

500 mm

 

M

365.17 kNm

 

P

739.22 kN

 

y

355 N/mm2

 

treq

 

AISC DG-1-2nd

3.3.15.a

Required

Available

Ratio

Control

41.11 mm

42 mm

0.979

Base Plate Thickness (Tension)

fc

25000 kN/m2

 

A 1

 

A 2

 

qmax

 

e

 

ecrit

 

T

 

Y

 

Y

 

f

 

x

 

le

45 mm

 

m

 

h

650 mm

 

N

900 mm

 

B

500 mm

 

M

365.17 kNm

 

P

739.22 kN

 

Fy

355 N/mm2

 

treq

AISC DG-1-2nd

3.4.7a

Required

Available

Ratio

Control

15.312 mm

42 mm

0.365

Anchor Rod Tensile Rupture

Ab

Fn

750000 kN/m2 

Rn

AISC 360-16 J3-1

ΦRn

 

Required

Available

Ratio

Control

28.779 kN

254.469 kN

0.113

Anchor Rod Concrete Pullout

Ψ

1.0

ACI 318M-08 D.5.3.6

Np

ACI 318M-08 (D-15)

Abgr

7401.592 mm2

 

fc

25000 kN/m2

 

Rn

ACI 318M-08 (D-14)

ΦRn

 

Required

Available

Ratio

Control

28.779 kN

1036.222 kN

0.028

Anchor Rod Shear

Ab

Fn

Rn

AISC 360-16 J3-1

ΦRn

 

Required

Available

Ratio

Control

9.885 kN

152.681 kN

0.065

Bolt Bearing on Plate

dh

24+3=27 mm

 

Lc,edge

 

Rn

AISC 360-16 J3-6a

Rn-edge

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

9.885 kN

559.629 kN

0.018