March 01, 2014 Fax: (519) 263-3108 Phone: (519)-263-3107 Toll Free: 1-888-763-7779 www.easybuildingproducts.ca 73000 Airport Line R.R #2, Box 137 Hensall, Ontario N0M 1X0 IMPERIAL Base Steel Thickness IMPERIAL IMPERIAL IMPERIAL IMPERIAL IMPERIAL IMPERIAL IMPERIAL IMPERIAL IMPERIAL IMPERIAL 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 calculation 5 Limit States Design principles were used in accordance with CSA Standard S136-12 12 16 SPAN LENGTH (in.) 1-SPAN 2-SPAN 3-SPAN BASE STEEL THICKNESS (in.) BASE STEEL THICKNESS (in.) BASE STEEL THICKNESS (in.) IMPERIAL MAXIMUM UNIFORMLY DISTRIBUTED SPECIFIED LOADS (psf) SECTION PROPERTIES (PER FOOT OF WIDTH) Weight G90 (psf) (in.) Yield Stress (ksi) Sec. Modulus Midspan Support (in 3 ) (in 3 ) Deflection Moment of Inertia (in 4 ) P e1 End (lb) P e2 End (lb) P i1 Interior (lb) P i2 Interior (lb) 0.0198 0.0188 36.7 9.17 65.9 11.2 2 1 1 0 . 0 0 4 0 7 8 . 0 5 7 1 0 . 0 317 1085 178 458 300 2605 169 1099 375 2051 211 865 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 Shake ROOF PANEL 1 9” 3 3 2 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
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Easy Shake Load Tables - Easy Building Products · 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
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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)
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
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)
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)
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
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)