T25 s – Metal Sales TDR-6 User Manual
Page 16
PI/D-16
© Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 9/11
800.406.7387 (Corporate Office) • www.metalsales.us.com
I
ndustrIal
r
Ib
/ d
eep
r
Ib
s
erIes
T25 s
eCTion
P
roPerTies
C
24" Coverage
4"
12" Pitch
10"
2"
6"
ALLOWABLE UNIFORM LOADS PSF
(3 or More Equal Spans)
6’ 7’ 8’ 10’ 12’ 14’ 6’ 7’ 8’ 10’ 12’ 14’
SECTION PROPERTIES
Bottom in Compression
Width
(in.)
Yield
KSI
24”
50
24”
50
24”
33
24”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.36
1.80
2.14
2.82
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.6465
0.2242
0.5120
0.1991 87 69 56 39 28 21 92 74 60 42 31 24
0.9900
0.3654
0.7950
0.3373 172 133 106 71 51 38 180 141 112 76 55 41
1.4195
0.5791
1.1045
0.5142 199 150 117 76 54 40 219 166 129 85 60 44
1.9630
0.8189
1.5615
0.7542 305 227 176 114 80 59 328 245 190 123 86 64
Inward
Load
Outward / Uplift
Load
1. Theoretical section properties have been calculated per AISI 2001 “Specification 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, deflection, and applicable
testing when available. Allowable load considers the worst case of 3 and 4 equal span conditions. Allowable load does not address web crippling or
fasteners/support connection and 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
C
24" Coverage
4"
12" Pitch
10"
2"
6"
ALLOWABLE UNIFORM LOADS PSF
(3 or More Equal Spans)
6’ 7’ 8’ 10’ 12’ 14’ 6’ 7’ 8’ 10’ 12’ 14’
SECTION PROPERTIES
Bottom in Compression
Width
(in.)
Yield
KSI
24”
50
24”
50
24”
33
24”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
1.36
1.80
2.14
2.82
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
0.5120
0.1991
0.6465
0.2242 92 74 60 42 31 24 87 69 56 39 28 21
0.7950
0.3373
0.9900
0.3654 180 141 112 76 55 41 172 133 106 71 51 38
1.1045
0.5142
1.4195
0.5791 219 166 129 85 60 44 199 150 117 76 54 40
1.5615
0.7542
1.9630
0.8189 328 245 190 123 86 64 305 227 176 114 80 61
Inward
Load
Outward
Load
1. Theoretical section properties have been calculated per AISI 2001 “Specification 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, deflection, and applicable
testing when available. Allowable load considers the worst case of 3 and 4 equal span conditions. Allowable load does not address web crippling or
fasteners/support connection and 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.