Column - Foundation Connection (Stiffened Baseplate) Design

s_min ≥ 3d       

AISC 360-16 J3.3

s

180 mm

d

24 mm

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

√

L_eh ≥ L_{e- min}     

AISC 360-16 J3.4

L_eh

70 mm

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

√

L_{e- min}

30 mm

Minimum distance check according to Table J3.4

√

L_ev ≥ L _{e- min}     

AISC 360-16 J3.4

L_ev

45 mm

L_{e- min}

30 mm

Minimum distance check according to Table J3.4

√

f_c

25000 kN/m²

A₁

A₂

q_max

f_p(max)

f_p(max)

e

e_crit

Y

Y

f

l_e

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

t_req

AISC DG-1-2^nd

3.3.15.a

41.11 mm

42 mm

0.979

√

f_c

25000 kN/m²

A ₁

A ₂

q_max

e

e_crit

T

Y

Y

f

x

l_e

45 mm

m

h

650 mm

N

900 mm

B

500 mm

M

365.17 kNm

P

739.22 kN

F_y

355 N/mm²

t_req

AISC DG-1-2^nd

3.4.7a

15.312 mm

42 mm

0.365

√

A_b

F_n

750000 kN/m² 

R_n

AISC 360-16 J3-1

ΦR_n

28.779 kN

254.469 kN

0.113

√

Ψ

1.0

ACI 318M-08 D.5.3.6

N_p

ACI 318M-08 (D-15)

A_bgr

7401.592 mm²

f_c

25000 kN/m²

R_n

ACI 318M-08 (D-14)

ΦR_n

28.779 kN

1036.222 kN

0.028

√

A_b

F_n

R_n

AISC 360-16 J3-1

ΦR_n

9.885 kN

152.681 kN

0.065

√

d_h

24+3=27 mm

L_c,edge

R_n

AISC 360-16 J3-6a

R_n-edge

R_n

ΦR_n

9.885 kN

559.629 kN

0.018

√