T3 s – Metal Sales T6-A User Manual
Page 8
PEF-8
© Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 9/11
800.406.7387 (Corporate Office) • www.metalsales.us.com
E
xposEd
F
astEnEd
p
anEl
s
EriEs
T3 s
eCTion
P
roPerTies
C
36" Coverage
6" Pitch
2
3
/
8
"
3
5
/
8
"
1
3
/
8
"
1"
ALLOWABLE UNIFORM LOADS PSF
(3 or More Equal Spans)
4’ 5’ 6’ 7’ 8’ 10’ 4’ 5’ 6’ 7’ 8’ 10’
SECTION PROPERTIES
Bottom in Compression
Width
(in.)
Yield
KSI
36”
50
36”
50
36”
33
36”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.13
1.49
1.77
2.33
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.0507
0.0756
0.0377
0.0680 98 63 44 29 19 10 108 70 46 29 19 10
0.0700
0.1089
0.0533
0.1034 148 95 59 37 25 13 155 100 59 37 25 13
0.0900
0.1417
0.0733
0.1347 127 82 57 42 29 15 133 86 60 43 29 15
0.1167
0.1843
0.1067
0.1797 169 109 76 56 38 19 173 112 78 56 38 19
Inward
Load
Outward / Uplift
Load
1. Theoretical section properties have been calculated per AISI 2001. “Specifications for the Design of Cold-formed Steel Structural
Members.” Ixx and Sxx are effective section properties for deflection and bending.
2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending, shear, combined bending and shear and
deflection. Allowable load considers both 3 and 4 equal span conditions. Allowable load does not address web crippling or
fasteners/support connection. Panel weight is not considered.
3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span.
4. Allowable loads do not include a 1/3 stress increase in uplift.
C
36" Coverage
6" Pitch
3
5
/
8
"
4
5
/
8
"
1
3
/
8
"
1"
ALLOWABLE UNIFORM LOADS PSF
(3 or More Equal Spans)
4’ 5’ 6’ 7’ 8’ 10’ 4’ 5’ 6’ 7’ 8’ 10’
SECTION PROPERTIES
Bottom in Compression
Width
(in.)
Yield
KSI
36”
50
36”
50
36”
33
36”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.13
1.49
1.76
2.32
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.0370
0.0682 0.0483
0.0710 102 66 43 27 18 9 98 63 43 27 18 9
0.0533
0.1035
0.0700
0.1039 148 96 59 37 25 13 148 95 59 37 25 13
0.0733
0.1308
0.0867
0.1323 124 80 56 41 29 15 123 79 55 41 29 15
0.1067
0.1743
0.1133
0.1733 163 105 73 54 38 19 164 106 74 54 38 19
Inward
Load
Outward
Load
1. Theoretical section properties have been calculated per AISI 2001. “Specifications for the Design of Cold-formed Steel Structural
Members.” Ixx and Sxx are effective section properties for deflection and bending.
2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending, shear, combined bending and shear and
deflection. Allowable load considers both 3 and 4 equal span conditions. Allowable load does not address web crippling or
fasteners/support connection. Panel weight is not considered.
3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span.
4. Allowable loads do not include a 1/3 stress increase in uplift.
ROOF PANEL PROFILE
WALL PANEL PROFILE