|
Structural
Standing Seam Panels
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Magna-Loc
|
Seam-Loc
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Clip-Loc
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Vertical
Seam
|
Snap-Loc
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| 1.Theoretical section properties
have been calculated per AISI 1996. ìSpecifications for
the design of cold formed steel members.î Ixx and Sxx are
effective section properties for deflection and bending. 2.Tabulated
gravity loads are allowable loads calculated in accordance with
AISI 1996 specifications considering, bending, shear, web crippling
and combine stresses. (Combined bending and web crippling is
ommitted per AISI section C 3.5). Gravity Load considers worst
of 3 and 4 multiple equal span condition. Panel weight has been
accounted for in these load tables. Minimum bearing width of
2" is required. 3.Deflection consideration is limited by
a maximum deflection ratio of L/180 of span. 4.Allowable wind
uplift loads have been increased by 33 1/3% and are based on
AISI 1996 "specifications for the Design of Cold Formed
Steel Members". During uplift or suction condition, panel
flat will deflect due to upward load changing shape and reducing
these loads.Contact Metal Sales Technical Services for ASTM E-1592
uplift design loads. |
Architectural
and Metal Building Panels
|
7/8"
Corrugated
|
Classic
Rib
|
Delta
Rib
|
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IC72
|
R-Panel
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PBR-Panel
|
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U-Panel
|
PBU-Panel
|
Pro-Panel
II
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|
Soffit
|
Span-Line36
|
Span-Line36A
|
|
V-Line
|
|
|
| 1.Theoretical section properties
have been calculated per AISI 1996. ìSpecifications for
the design of cold formed steel members.î Ixx and Sxx are
effective section properties for deflection and bending. 2.Tabulated
loads are allowable loads calculated in accordance with good
engineering practices and with AISI 1996 specifications for bending
stresses. Gravity Load considers worst of 3 and 4 multiple equal
span condition. Panel weight has been subtracted from allowable
gravity loads. Allowable load does not address web crippling
requirement, or fasteners/support connection. 3.Allowable loads
are calculated in accordance with AISI 1996 specifications, and
have been increased by 33-1/3% for wind uplift. Contact Metal
Sales Technical Services Department for more information. 4.Deflection
consideration is limited by a maximum deflection ratio of L/180
of span. |
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