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