Tdr-6 s – Metal Sales TDR-6 User Manual
Page 14
PI/D-14
© 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
TDr-6 s
eCTion
P
roPerTies
ROOF PANEL PROFILE
WALL PANEL PROFILE
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.
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
18”
50
18”
50
18”
33
18”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
2.20
2.92
3.45
4.55
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
1.3404
0.5100
1.3140
0.4551 195 155 126 88 64 49 204 164 135 95 70 53
2.0407
0.8525
2.0020
0.7509 380 295 235 158 113 85 409 321 257 175 126 95
2.6373
1.1611
2.7187
1.1059 429 323 252 164 115 85 447 337 263 172 121 89
3.6493
1.5833
3.7460
1.5610 634 472 365 236 165 122 643 479 370 239 167 123
Inward
Load
Outward/Uplift
Load
C
18" Coverage
2
1
/
2
"
6" Pitch
2
1
/
4
"
4
1
/
2
"
C
18" Coverage
4
1
/
2
"
6" Pitch
2
1
/
2
"
2
1
/
4
"
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.
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
18”
50
18”
50
18”
33
18”
33
24
Ga.
22
20
18
Sxx
In
3
/ft
Ixx
In
4
/ft
Weight
PSF
2.20
2.92
3.45
4.55
Top in Compression
Sxx
In
3
/ft
Ixx
In
4
/ft
1.3140
0.4551
1.3407
0.5100 204 164 135 95 70 53 195 155 126 88 64 49
2.0020
0.7509
2.0407
0.8525 410 321 257 175 126 95 381 295 235 158 113 85
2.7187
1.1059
2.6373
1.1611 447 337 263 172 121 89 429 323 252 164 115 85
3.7460
1.5433
3.6493
1.5833 643 479 370 239 167 123 628 467 361 233 163 126
Inward
Load
Outward/Uplift
Load