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March 01, 2014
Fax: (519) 263-3108Phone: (519)-263-3107
Toll Free: 1-888-763-7779www.easybuildingproducts.ca
73000 Airport LineR.R #2, Box 137Hensall, OntarioN0M 1X0
IMPERIA
L Base SteelThickness
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
Live load factor = 1.5; Importance factor = 0.90; Importance Category = 1.0
0.0175 0.0175 0.0175
Notes: 1 Based on ASTM A 653 structural steel.2 Values in row "S" are based on strength.3 Values in row "D" are based on deflection of 1/180th span.4 Web crippling not included in strength calculation5 Limit States Design principles were used in accordance with CSA Standard S136-12
12
16
SPAN LENGTH
(in.)
1-SPAN 2-SPAN 3-SPANBASE STEEL THICKNESS (in.) BASE STEEL THICKNESS (in.) BASE STEEL THICKNESS (in.)
IMPERIA
L
MAXIMUM UNIFORMLY DISTRIBUTED SPECIFIED LOADS (psf)
SECTION PROPERTIES (PER FOOT OF WIDTH)
Weight G90 (psf)(in.)
Yield Stress (ksi)
Sec. ModulusMidspan Support
(in3) (in3)
Deflection Moment of
Inertia (in4)
Pe1 End (lb)
Pe2 End (lb)
Pi1 Interior
(lb)
Pi2 Interior
(lb)0.0198 0.0188 36.7 9.17 65.9 11.22110.004078.05710.0
3171085178458
3002605169
1099
3752051211865
s. See D-Rib Example.
The 3-SPAN load tables for the D-RIB Roof Panel can be conservatively used for the EASY Shake Roof Panel.
6
D
D
S
S
EASY ShakeROOF PANEL
1
9”
3 32
9”
1/4”
5/8” 1/8”1/8” 1/8”3/4”
36” Net Coverage
The information in this load table was prepared by Dr. R.M. Schuster P.Eng.Professor Emeritus of Structural Engineer-ing, University of Waterloo, Ontario, Canada
7
March 01, 2014
Fax: (519) 263-3108Phone: (519)-263-3107
Toll Free: 1-888-763-7779www.easybuildingproducts.ca
73000 Airport LineR.R #2, Box 137Hensall, OntarioN0M 1X0
Base SteelThickness
METRIC
Live load factor = 1.5; Importance factor = 0.90; Importance Category = 1.0
METRIC
EASY ShakeROOF PANEL
SECTION PROPERTIES (PER METRE OF WIDTH)
(mm)
Yield Stress (MPa)
Sec. ModulusMidspan Support
Pe1 End (kN)
Pe2 End (kN)
Pi1 Interior
(kN)
Pi2 Interior
(kN)
s. See D-Rib Example.
Notes: 1 Based on ASTM A 653 structural steel.2 Values in row "S" are based on strength.3 Values in row "D" are based on deflection of 1/180th span.4 Web crippling not included in strength calculation5 Limit States Design principles were used in accordance with CSA Standard S136-12
SPAN LENGTH
(mm)
1-SPAN 2-SPAN 3-SPANBASE STEEL THICKNESS (mm)
The 3-SPAN load tables for the D-RIB Roof Panel can be conservatively used for the EASY Shake Roof Panel.
6
The information in this load table was prepared by Dr. R.M. Schuster P.Eng.Professor Emeritus of Structural Engineer-ing, University of Waterloo, Ontario, Canada
7
BASE STEEL THICKNESS (mm)BASE STEEL THICKNESS (mm)
MAXIMUM UNIFORMLY DISTRIBUTED SPECIFIED LOADS (kPa)
0.445 0.445 0.445
300
400
15.654.58.7923.0
14.81318.3355.2
18.510310.443.5
D
D
S
S
3510.057252.4544.0 1.07 1.01
Mass Z275
(kg/m2)(x103
mm3)(x103
mm3)
Deflection Moment of
Inertia (x106mm4)2
0.534 0.134 0.959 0.163
1
9”
3 32
9”
1/4”
5/8” 1/8”1/8” 1/8”3/4”
36” Net Coverage
March 01, 2014
Fax: (519) 263-3108Phone: (519)-263-3107
Toll Free: 1-888-763-7779www.easybuildingproducts.ca
73000 Airport LineR.R #2, Box 137Hensall, OntarioN0M 1X0
IMPERIA
L Base SteelThickness
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
IMPERIA
L
Live load factor = 1.5; Importance factor = 0.90; Importance Category = 1.0
0.0175 0.0175 0.0175
Notes: 1 Based on ASTM A 653 structural steel.2 Values in row "S" are based on strength.3 Values in row "D" are based on deflection of 1/180th span.4 Web crippling not included in strength calculation5 Limit States Design principles were used in accordance with CSA Standard S136-12
12
16
SPAN LENGTH
(in.)
1-SPAN 2-SPAN 3-SPANBASE STEEL THICKNESS (in.) BASE STEEL THICKNESS (in.) BASE STEEL THICKNESS (in.)
IMPERIA
L
MAXIMUM UNIFORMLY DISTRIBUTED SPECIFIED LOADS (psf)
SECTION PROPERTIES (PER FOOT OF WIDTH)
Weight G90 (psf)(in.)
Yield Stress (ksi)
Sec. ModulusMidspan Support
(in3) (in3)
Deflection Moment of
Inertia (in4)
Pe1 End (lb)
Pe2 End (lb)
Pi1 Interior
(lb)
Pi2 Interior
(lb)0.0198 0.0188 36.7 9.17 65.9 11.22110.004078.05710.0
3171085178458
3002605169
1099
3752051211865
s. See D-Rib Example.
The 3-SPAN load tables for the D-RIB Roof Panel can be conservatively used for the EASY Shake Roof Panel.
6
D
D
S
S
EASY ShakeROOF PANEL
1
9”
3 32
9”
1/4”
5/8” 1/8”1/8” 1/8”3/4”
36” Net Coverage
The information in this load table was prepared by Dr. R.M. Schuster P.Eng.Professor Emeritus of Structural Engineer-ing, University of Waterloo, Ontario, Canada
7
March 01, 2014
Fax: (519) 263-3108Phone: (519)-263-3107
Toll Free: 1-888-763-7779www.easybuildingproducts.ca
73000 Airport LineR.R #2, Box 137Hensall, OntarioN0M 1X0
Base SteelThickness
METRIC
Live load factor = 1.5; Importance factor = 0.90; Importance Category = 1.0
METRIC
EASY ShakeROOF PANEL
SECTION PROPERTIES (PER METRE OF WIDTH)
(mm)
Yield Stress (MPa)
Sec. ModulusMidspan Support
Pe1 End (kN)
Pe2 End (kN)
Pi1 Interior
(kN)
Pi2 Interior
(kN)
s. See D-Rib Example.
Notes: 1 Based on ASTM A 653 structural steel.2 Values in row "S" are based on strength.3 Values in row "D" are based on deflection of 1/180th span.4 Web crippling not included in strength calculation5 Limit States Design principles were used in accordance with CSA Standard S136-12
SPAN LENGTH
(mm)
1-SPAN 2-SPAN 3-SPANBASE STEEL THICKNESS (mm)
The 3-SPAN load tables for the D-RIB Roof Panel can be conservatively used for the EASY Shake Roof Panel.
6
The information in this load table was prepared by Dr. R.M. Schuster P.Eng.Professor Emeritus of Structural Engineer-ing, University of Waterloo, Ontario, Canada
7
BASE STEEL THICKNESS (mm)BASE STEEL THICKNESS (mm)
MAXIMUM UNIFORMLY DISTRIBUTED SPECIFIED LOADS (kPa)
0.445 0.445 0.445
300
400
15.654.58.7923.0
14.81318.3355.2
18.510310.443.5
D
D
S
S
3510.057252.4544.0 1.07 1.01
Mass Z275
(kg/m2)(x103
mm3)(x103
mm3)
Deflection Moment of
Inertia (x106mm4)2
0.534 0.134 0.959 0.163
1
9”
3 32
9”
1/4”
5/8” 1/8”1/8” 1/8”3/4”
36” Net Coverage