dana profile sheets dss 45/250,dss 35/200,dss 45/150

DANA SINGLE SKIN
PROFILE SHEETS
!"!#$%&'()*#+,))-+#&..)%#/%0,1-)0-+#/2*#*)+132)%+#/#%/23)#&.#0,&10)+#.&%#%&&.#/2*#4/((#
cladding such as internal linings, external cladding and for industrial and commercial buildings.
Designed to cinciliate high static characteristic with reduced weight, these sheets guarantee
the optimization of the structure’s realisation costs while providing safe working platforms.
5,)#6/12#/*7/2-/3)+#&.#$%&'()*#+,))-+#/%)#-,/-8
They are inexpensive
Allows rapid and rational execution
Minimum labour required for execution
Easy to dismantle for building transformations
Made to site measurement thus eliminating wastage and installation complications
#####9&*1'0/-1&2+#&%#):-)2+1&2+#0/2#;)#*&2)#/-#/2<#-16)
!"!#+=$$(1)+#$%&'()*#+,))-+#;/+)*#&2#0,&+)2#0=+-&6)%#$/%/6)-)%+#+=0,#/+#4)13,->#+-%)23-,>#
*=%/;1(1-<>#+=%./0)#'21+,#/2*#0&(&%?#@=%#*)*10/-)*#+-/..+#&..)%#-,)#;)+-#$&++1;()#/*710)#.&%#<&=%#
$%&'()*#+,))-#%)A=1%)6)2-?
DANA GROUP : PROFILES AND CLADDING DIVISION
BC
DANA FACTORY
GALLERY
DANA GROUP : PROFILES AND CLADDING DIVISION
25
DSS 35(38)/200
Single Skin Sheets
35/ 38
SINGLE SKIN SHEETS
200
CO !"#$%&'#()H 1000mm
A
Aluminium Skin Sheet
,-./012&3415-4/0-6&7814&9&+-/-4&1:&.1;-4<=-&>0?/@A
Top in Compression
Thickness(t)
(in mm)
Area
mm2
Inertia
mm4
BCD
KDC
0.6
Bottom in Compression
Z Top
mm3
Moment Top
*$&+
Z Bottom
mm3
Moment Bottom
*$&+
JEDFCD
CDDE
0.55
FGHH
0.97
609
JBICJF
5712
0.66
10001
1.15
0.7
FEC
150992
HHCI
0.77
11623
J?GC
0.8
919
JDBKHF
DKFB
E?FD
13253
1.53
0.9
JEGC
JICJCI
FKJB
E?IF
JCFGJ
1.71
1
JJCF
BJKDGC
ICGF
1.09
JHCJD
J?FI
K1<?&H@<4/&7&*$&L&M2 )
3<2-G&H14Thickness
(in mm)
Weight $I+J-4&
Kg/m2 of Spans
BCD
1.61
0.6
1.93
0.7
ECED
0.8
ECDN
0.9
2.9
1
3.22
3I4G02&,5<.02=&02&++
1
9CED
9CD
9CFD
2
ECED
ECD
ECFD
3
Single
2.91
J?CI
E?FD
0.55
0.37
0.26
0.20
0.17
0.16
Multi
K?CH
B?FJ
1.63
1.03
0.69
E?CI
0.36
0.33
0.32
Single
G?CI
1.79
J?EC
0.66
E?CC
0.32
0.23
0.20
0.19
Multi
6.55
3.37
1.95
1.23
E?FG
0.59
E?CG
E?CE
0.39
Single
C?ED
2.09
1.21
0.77
0.52
0.30
0.27
E?BC
0.23
Multi
D?HC
3.93
B?BF
J?CC
0.97
E?HF
0.50
E?CD
E?CH
Single
C?HK
B?GF
J?GF
E?FF
0.59
E?CB
0.31
E?BF
0.27
Multi
F?DG
C?CI
2.60
J?HC
1.10
E?DF
0.57
E?KC
0.53
Single
5.23
B?HF
1.56
E?IF
0.66
E?CD
E?GC
0.31
0.30
Multi
I?FB
5.05
2.93
J?FK
J?BC
E?FD
E?HC
0.61
0.60
Single
K?FJ
B?IF
1.73
1.09
0.73
0.50
E?GF
0.35
E?GC
Multi
11
5.61
3.25
2.05
J?GF
0.97
0.71
E?HF
0.67
DANA GROUP : PROFILES AND CLADDING DIVISION
26
B
Steel Skin Sheet
,-./012&3415-4/0-6&7814&9&+-/-4&1:&.1;-4<=-&>0?/@A
Top in Compression
Thickness(t)
(in mm)
Area
mm2
Inertia
mm4
BCD
KDC
0.6
Bottom in Compression
Z Top
mm3
Moment Top
*$&+
Z Bottom
mm3
Moment Bottom
*$&+
JEDFCD
CDDE
E?FJ
FGHH
J?CB
609
JBICJF
5712
0.97
10001
1.70
0.7
FEC
150992
HHCI
1.13
11623
1.97
0.8
919
JDBKHF
DKFB
1.29
13253
B?BC
0.9
JEGC
JICJCI
FKJB
J?CC
JCFGJ
2.52
1
JJCF
BJKDGC
ICGF
1.60
JHCJD
2.79
K1<?&H@<4/&7&*$&L&M2 )
3<2-G&H14Thickness
(in mm)
Weight $I+J-4&
Kg/m2 of Spans
BCD
4.67
0.6
DCOB
0.7
OCDP
0.8
7.47
0.9
8.40
1
9.34
3I4G02&,5<.02=&02&++
1
9CED
9CD
9CFD
2
ECED
ECD
ECFD
3
Single
H?FB
C?GH
2.53
1.59
1.07
0.76
0.55
E?CK
E?GC
Multi
F?KG
K?CH
G?FE
2.79
2.01
J?CB
J?EC
E?IC
E?FK
Single
F?JE
5.23
3.03
1.91
J?BF
0.90
0.66
0.56
E?CH
Multi
10.21
H?KC
C?KC
G?GC
B?CJ
1.70
J?BC
J?JC
1
Single
9.51
6.09
3.53
2.23
1.50
1.05
1.77
0.67
0.55
Multi
JJ?FI
7.61
5.29
G?FI
B?FJ
J?IF
J?CK
1.35
1.2
Single
JE?FC
H?IC
C?EC
B?KC
1.71
1.20
E?FF
E?DF
0.69
Multi
13.56
F?HF
6.03
C?CG
3.21
2.26
1.65
1.55
J?CC
Single
12.17
7.79
C?KC
B?FH
1.92
1.35
0.99
E?FI
E?F
Multi
15.22
I?DC
6.77
C?ID
3.61
B?KC
J?FH
1.76
1.65
Single
JG?CI
F?HC
K?EC
G?JF
2.13
1.50
1.10
1
E?F
Multi
JH?FD
JE?FE
7.50
5.51
C?EJ
B?FB
2.06
J?IC
J?F
DANA GROUP : PROFILES AND CLADDING DIVISION
27
DSS 45/150
Single Skin Sheets
SINGLE SKIN SHEETS
930
900
9DB
+6
-4
9DB
9DB
9DB
9DB
9DB
R
PD
D
30
X
1C
ED
90
A
60
Aluminium Skin Sheet
,-./012&3415-4/0-6&7814&9&+-/-4&1:&.1;-4<=-&>0?/@A
Top in Compression
Thickness(t)
(in mm)
Area
mm2
Inertia
mm4
BCD
HCG
0.6
Bottom in Compression
Z Top
mm3
Moment Top
*$&+
Z Bottom
mm3
Moment Bottom
*$&+
197063
DICD
0.92
9519
1.10
792
BGHCHD
9730
1.12
11103
J?BF
0.7
900
BDKFHI
11306
1.30
12952
J?CI
0.8
1029
315272
JBFGB
J?CF
JCFE
1.71
0.9
1157
GKCHDH
JCKEK
1.67
16537
1.91
1
JBFH
GICJJK
JHEFK
J?FH
17333
2.11
K1<?&H@<4/&7&*$&L&M2 )
3<2-G&H14Thickness
(in mm)
Weight $I+J-4&
Kg/m2 of Spans
BCD
1.83
0.6
2.20
0.7
2.27
0.8
2.93
0.9
3.30
1
3.67
3I4G02&,5<.02=&02&++
1
9CED
9CD
9CFD
2
ECED
ECD
ECFD
3
Single
5.31
B?JF
1.06
0.57
E?GC
0.22
0.15
0.13
0.12
Multi
I?CE
5.13
2.97
J?FD
1.26
E?FI
0.65
0.63
0.62
Single
6.37
2.61
1.27
0.69
E?CJ
0.26
0.17
0.15
E?JC
Multi
11.50
6.15
3.56
2.25
1.51
1.06
E?DF
0.76
0.75
Single
D?CG
3.05
J?CD
E?FE
E?CD
0.30
0.20
E?JF
0.17
Multi
13.36
7.17
C?JK
2.62
1.76
J?BC
0.91
E?FI
E?FF
Single
F?CF
G?CF
J?HF
0.91
E?KC
E?GC
0.23
0.21
0.20
Multi
15.17
F?BE
C?DK
2.90
2.01
J?CJ
1.03
1.01
1
Single
I?KC
3.92
J?FI
1.03
0.61
E?GF
0.25
0.23
0.22
Multi
JD?JC
9.22
K?GC
3.36
2.26
1.59
1.16
J?JC
1.13
Single
10.60
C?GK
2.10
J?JC
0.67
E?CB
E?BF
0.26
0.25
Multi
19.01
JE?BC
5.93
G?DC
2.51
1.76
1.29
1.27
1.26
DANA GROUP : PROFILES AND CLADDING DIVISION
BF
B
Steel Skin Sheet
,-./012&3415-4/0-6&7814&9&+-/-4&1:&.1;-4<=-&>0?/@A
Top in Compression
Thickness(t)
(in mm)
Area
mm2
Inertia
mm4
BCD
HCG
0.6
Bottom in Compression
Z Top
mm3
Moment Top
*$&+
Z Bottom
mm3
Moment Bottom
*$&+
197063
DICD
1.35
9519
1.61
792
BGHCHD
9730
1.65
11103
J?FF
0.7
900
BDKFHI
11306
1.92
12952
2.20
0.8
1029
315272
JBFGB
B?JF
JCFE
2.52
0.9
1157
GKCHDH
JCKEK
B?CH
16537
B?FJ
1
JBFH
GICJJK
JHEFK
2.73
17333
3.11
K1<?&H@<4/&7&*$&L&M2 )
3<2-G&H14Thickness
(in mm)
Weight $I+J-4&
Kg/m2 of Spans
BCD
DCQE
0.6
6.38
0.7
7.44
0.8
NCD9
0.9
RCDF
1
10.64
3I4G02&,5<.02=&02&++
1
9CED
9CD
9CFD
2
ECED
ECD
ECFD
3
Single
11.36
7.27
C?HJ
2.90
1.95
1.37
1
E?IF
0.97
Multi
JC?BJ
9.10
6.32
C?HC
3.56
B?KF
J?FF
J?FK
J?FC
Single
13.91
F?IE
5.53
G?CF
B?GC
J?HC
1.20
1
0.99
Multi
JD?CE
11.13
7.73
K?HF
C?GK
3.09
2.26
2.22
2.21
Single
16.16
10.33
H?CC
C?EH
2.72
1.92
J?CE
J?GF
1.37
Multi
20.21
JB?IC
F?II
6.60
5.06
3.61
2.63
2.60
2.59
Single
JF?GC
JJ?DC
7.36
C?HC
3.11
2.19
1.60
J?KC
1.53
Multi
BB?IC
JC?HF
10.20
D?CI
K?DC
C?JB
3.01
2.99
B?IF
Single
20.73
13.27
F?BF
5.22
3.50
B?CH
J?FE
J?DF
1.77
Multi
25.93
16.59
11.52
F?CD
H?CI
C?HG
G?GF
3.36
3.35
Single
BB?IF
JC?DJ
9.20
K?FE
G?FI
2.73
2
J?FE
1.79
Multi
BF?DK
JF?CE
JB?DF
9.39
7.19
5.15
3.76
G?DC
3.73
DANA GROUP : PROFILES AND CLADDING DIVISION
29
SINGLE SKIN SHEETS
Covering Width
DSS 45/250
Single Skin Sheets
1000
250
15
45
37.5 19
A
15
37
19 37.5
Aluminium Skin Sheet
,-./012&3415-4/0-6&7814&9&+-/-4&1:&.1;-4<=-&>0?/@A
Top in Compression
Thickness(t)
(in mm)
Area
mm2
Inertia
mm4
BCD
591
0.6
Bottom in Compression
Z Top
mm3
Moment Top
*$&+
Z Bottom
mm3
Moment Bottom
*$&+
166039
KKBC
E?HC
10753
J?BC
709
JIIBCJ
6615
0.76
JBFHI
J?CF
0.7
FBD
BGBCCC
7705
E?FI
JCIHK
1.73
0.8
ICK
BKHKCF
FDIJ
1.01
JDECF
1.97
0.9
1063
BIFFKC
IFDC
J?JC
19117
2.21
1
JJFJ
332062
10953
1.26
BJJDC
B?CC
K1<?&H@<4/&7&*$&L&M2 )
3<2-G&H14Thickness
(in mm)
Weight $I+J-4&
Kg/m2 of Spans
BCD
1.61
0.6
1.93
0.7
ECED
0.8
ECD9
0.9
2.89
1
3.21
3I4G02&,5<.02=&02&++
1
9CED
9CD
9CFD
2
ECED
ECD
ECFD
3
Single
C?CE
J?FC
E?FI
E?CI
0.27
E?JF
0.12
0.09
E?EF
Multi
6.53
C?JI
2.50
J?KF
1.06
0.75
0.55
0.52
0.51
Single
5.37
2.20
1.07
E?KF
E?GC
0.22
0.15
0.12
0.11
Multi
D?FB
5.01
3
J?FI
1.27
0.90
0.66
0.63
0.60
Single
6.26
2.57
J?BC
E?HF
E?CE
0.25
0.17
0.12
0.11
Multi
9.11
K?FG
3.50
2.21
J?CF
J?EC
0.76
0.71
0.70
Single
7.15
2.93
J?CB
0.71
E?CH
0.29
0.19
E?JC
0.20
Multi
10.39
6.65
C
2.52
1.69
1.19
E?FD
E?FB
E?FE
Single
F?EC
1.50
1.60
0.17
0.51
0.32
0.22
0.17
0.16
Multi
11.67
D?CD
C?KE
B?FC
1.90
J?GC
E?IF
0.95
E?IC
Single
F?IC
3.67
1.77
0.96
0.57
0.36
E?BC
0.21
0.20
Multi
12.95
F?BI
5
3.15
2.11
J?CI
1.09
1.06
1.05
DANA GROUP : PROFILES AND CLADDING DIVISION
30
B
Steel Skin Sheet
,-./012&3415-4/0-6&7814&9&+-/-4&1:&.1;-4<=-&>0?/@A
Top in Compression
Thickness(t)
(in mm)
Area
mm2
Inertia
mm4
BCD
591
0.6
Bottom in Compression
Z Top
mm3
Moment Top
*$&+
Z Bottom
mm3
Moment Bottom
*$&+
166039
KKBC
E?IC
10753
J?FB
709
JIIBCJ
6615
1.12
JBFHI
B?JF
0.7
FBD
BGBCCC
7705
1.31
JCIHK
B?KC
0.8
ICK
BKHKCF
FDIJ
J?CI
JDECF
B?FI
0.9
1063
BIFFKC
IFDC
J?HF
19117
G?BC
1
JJFJ
332062
10953
J?FH
BJJDC
3.59
K1<?&H@<4/&7&*$&L&M2 )
3<2-G&H14Thickness
(in mm)
Weight $I+J-4&
Kg/m2 of Spans
BCD
4.67
0.6
DCOB
0.7
OCDP
0.8
7.47
0.9
8.40
1
9.34
3I4G02&,5<.02=&02&++
1
9CED
9CD
9CFD
2
ECED
ECD
ECFD
3
Single
7.9
5.06
3.52
B?CK
J?HC
1.16
E?FK
0.76
0.69
Multi
I?FF
6.33
C?CE
3.23
B?CF
1.96
1.59
J?C
1.2
Single
I?CH
6.06
C?BJ
B?IC
1.97
1.39
1.01
E?IF
E?FF
Multi
JJ?FG
7.57
5.26
G?FI
2.96
2.33
J?CE
1.3
1.12
Single
1.07
7.05
C?IE
G?CB
2.30
1.62
J?JF
1.01
0.99
Multi
JG?DF
F?FB
6.13
C?KE
G?CK
2.73
2.21
2.11
2.01
Single
12.57
F?EK
5.59
3.91
2.62
J?FK
1.35
1.23
1.13
Multi
15.72
10.06
6.99
K?JC
G?IC
3.11
2.52
B?CG
2.33
Single
JC?JB
I?EC
H?BF
C?CE
2.95
B?EF
1.52
J?CG
1.33
Multi
17.65
11.30
D?FK
5.77
C?CB
G?CI
B?FG
2.7
2.6
Single
15.65
10.02
6.90
C?FI
3.20
2.30
J?HF
1.59
J?CC
Multi
JI?KF
12.53
F?DE
H?CE
C?IE
G?FD
G?JC
3.03
2.97
DANA GROUP : PROFILES AND CLADDING DIVISION
31