Upload
emad-sabri
View
214
Download
0
Embed Size (px)
Citation preview
8/12/2019 Steel silo's design
1/2
V I l
I
lI
,--;
L,i
t
I.
I
~
-
.
I
I
y.
.
.'
I
I
wwwwqwwwwYV
-
t=.
.
r
-
-
-
e
.
_.....- ]
~::=
FT
.
I
HI
[I
I
.
~
.
_
1
'
~
j
.
-
-
This is ladder and
not
internal stiffening
This stiffener will clash with
the beam at support
location
The wall issue is not resolved
still will need more stiffening
and calculation to proof it is ok
This section will be more
greater
8/12/2019 Steel silo's design
2/2
--
-
-
f
-
N I tv
4
__
Need to be a deep
member to carry the
vertical load