Installation Guide

© Metal Sales Manufacturing Corporation / Subject to change without notice / Effective 11/14
9
1.25" Corrugated
2.5" Corrugated
2.5" SECTION PROPERTIES & FASTENING PATTERNS
ROOF FASTENING PATTERN
SECTION PROPERTIES
ALLOWABLE UNIFORM LOADS, psf
For various fastener spacings
Ga
Width
in
Yield
ksi
Weight
psf
Top In Compression Bottom In Compression
Inward Load Outward Load
Ixx
in
4
/ft
Sxx
in
3
/ft
Ixx
in
4
/ft
Sxx
in
3
/ft
2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5'
29 21.33 80 0.70 0.0056 0.0215 0.0056 0.0208
116 59 34 22 14 10 116 59 34 22 14 10
26 21.33 80 0.90 0.0073 0.0275 0.0073 0.0274
151 77 45 28 19 13 151 77 45 28 19 13
24 21.33 50 1.17 0.0096 0.0354 0.0096 0.0354
197 101 58 37 25 17 197 101 58 37 25 17
1. TheoreticalsectionpropertieshavebeencalculatedperAISI2007'NorthAmericanSpecicationfortheDesignofCold-FormedSteelStructuralMembers'.IxxandSxxare 
 effectivesectionpropertiesfordeectionandbending.
2. AllowableloadiscalculatedinaccordancewithAISI2007specicationsconsideringbending,shear,combinedbendingandshearanddeection.Allowableloadconsidersthe
 3ormoreequalspanscondition.Allowableloaddoesnotaddresswebcrippling,fasteners,supportmaterialorloadtesting.Panelweightisnotconsidered.
3. DeectionconsiderationislimitedbyamaximumdeectionratioofL/180ofspan.
4. Allowableloadsdonotincludea1/3stressincreaseforwind.
Field of Panel
Ends of Panel
Panel Fastener
Panel Fastener
SECTION PROPERTIES
ALLOWABLE UNIFORM LOADS, psf
For various fastener spacings
Ga
Width
in
Yield
ksi
Weight
psf
Top In Compression Bottom In Compression
Inward Load Outward Load
Ixx
in
4
/ft
Sxx
in
3
/ft
Ixx
in
4
/ft
Sxx
in
3
/ft
2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5'
29 24 80 0.62 0.0050 0.0191 0.0050 0.0185
103 53 31 19 13 9 103 53 31 19 13 9
26 24 80 0.80 0.0065 0.0245 0.0065 0.0244 134 69 40 25 17 12 134 69 40 25 17 12
24 24 50 1.04 0.0085 0.0315 0.0085 0.0315 175 90 52 33 22 15 175 90 52 33 22 15
1. TheoreticalsectionpropertieshavebeencalculatedperAISI2007'NorthAmericanSpecicationfortheDesignofCold-FormedSteelStructuralMembers'.IxxandSxxare 
 effectivesectionpropertiesfordeectionandbending.
2. AllowableloadiscalculatedinaccordancewithAISI2007specicationsconsideringbending,shear,combinedbendingandshearanddeection.Allowableloadconsidersthe
 3ormoreequalspanscondition.Allowableloaddoesnotaddresswebcrippling,fasteners,supportmaterialorloadtesting.Panelweightisnotconsidered.
3. DeectionconsiderationislimitedbyamaximumdeectionratioofL/180ofspan.
4. Allowableloadsdonotincludea1/3stressincreaseforwind.
WALL FASTENING PATTERN
Panel Fastener
Side Lap 1/4"-14 x 7/8" Stitch Fastener (1'-0" o.c.)
Side Lap 1/4"-14 x 7/8" Stitch Fastener (1'-0" o.c.)
Tape Sealant
Tape Sealant