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Foundation – Grain Systems Tanks PNEG-257 User Manual

Page 24

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5. Foundation

24

PNEG-257 12', 15', 18' and 21' Bulk Feed Tanks BFT and GHT Series

Figure 5J 18' 9 Rings BFT/GHT 24 Leg Hopper Tank

# o

f

Rings

Fo

oti

n

g

De

p

th (D

)

Slab

Th

ic

kn

ess (T)

Concre

te

Vo

lu

m

e

Wi

re

M

e

s

h

Area

# of Colu

mn

Le

gs

9

18

"

4"

1

1

.5 Cu. Y

a

rds

350

Sq

.

Ft.

24

# of

Rings

Fo

oti

n

g

De

p

th (D

)

Slab

Th

ic

kn

ess (T)

Concre

te

Vo

lu

m

e

Wi

re

M

e

s

h

Area

# of Co

lu

mn

Le

gs

9

457

mm

10

2 mm

8.

79 Cu.

Meters

32

.52

Sq

.

Met

e

rs

24

GENERAL NOTES:

1.

F

ound

ation

reco

mmen

dation

s

a

re

b

a

sed

on

3

500

lb

s./f

t.^

2

allo

wabl

e

soi

l beari

ng cap

a

ci

ty

.

2.

F

ound

ation

reco

mmen

dation

s

a

re

b

a

sed

on

a

mini

mum compre

ssi

v

e

streng

th of 300

0

PSI at

28

d

a

ys.

3. T

he fo

und

ation site must be

free of ve

get

ation

a

nd deb

ri

s

a

nd

we

ll drai

ned.

4. T

he fo

und

ation shou

ld be

le

vel within

1

/4

"

o

v

erall

an

d within

± 1/8"

in

a

n

y

1

0

f

t. le

ngth alon

g th

e ancho

r bo

lt

circle

.

5.

Materia

l e

s

tima

tes

do

n

o

t

in

clude

a

llow

ance

for sh

ri

nkage

a

nd

waste.

6. T

hese la

yo

ut

s are

reco

mmen

dation

s

for GSI

ta

n

k

s on

ly

. Con

s

ult

GSI

e

ngin

eerin

g fo

r spe

c

ia

l t

a

nk fou

nda

tio

n

s.

All

in

structio

ns sh

all

be

con

s

true

d

as re

comme

nda

tio

n

s

only

. Be

cause

the

a

c

tu

al

in

st

al

la

ti

on

m

a

y

vary according to

local

conditions

. T

h

e G

S

I

Group

assu

me

s no

l

iabi

lity for

result

s

arising

from

th

e u

s

e

of

such

reco

mmen

dation

s

.