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GLULAM - Anthony Forest Products

GLULAMT able of ContentsGlulam Advantages ..1 About Us ..2 Anthony Power Products Family ..3 Design Properties ..4-5V4 IJC Framing load Tables ..6-8V4 Stock Depth Industrial load Tables ..9-17V3 Architectural load Tables ..18-25 load Table Notations and Examples ..26-27 Quick Beam Selection Guide ..28 AFP Short Span Header Tables ..29-30 Power Column ..31-32 Connection Details ..33 Shear Design Equations for Notched and Tapered for Drilling Vertical and Horizontal Holes ..35-36 Dimensional Tolerances ..37 Standard Radius or Curvature ..38 Engineered Timbers ..39 Handling and Storage ..40 Anthony GLULAM Advantagesur Anthony GLULAM is a glued laminated beam and header used where reliable engineered wood applications are required. It is an economical alternative to LVL and PSL for standard structural applications. Anthony s GLULAM is available through wholesale stocking dealers and their retailers.

3. Anthony Power Products ® Family. What’s included in this brochure... Anthony 2400F. b. Glulam Allowable Load Tables • Architectural, Industrial and …

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Transcription of GLULAM - Anthony Forest Products

1 GLULAMT able of ContentsGlulam Advantages ..1 About Us ..2 Anthony Power Products Family ..3 Design Properties ..4-5V4 IJC Framing load Tables ..6-8V4 Stock Depth Industrial load Tables ..9-17V3 Architectural load Tables ..18-25 load Table Notations and Examples ..26-27 Quick Beam Selection Guide ..28 AFP Short Span Header Tables ..29-30 Power Column ..31-32 Connection Details ..33 Shear Design Equations for Notched and Tapered for Drilling Vertical and Horizontal Holes ..35-36 Dimensional Tolerances ..37 Standard Radius or Curvature ..38 Engineered Timbers ..39 Handling and Storage ..40 Anthony GLULAM Advantagesur Anthony GLULAM is a glued laminated beam and header used where reliable engineered wood applications are required. It is an economical alternative to LVL and PSL for standard structural applications. Anthony s GLULAM is available through wholesale stocking dealers and their retailers.

2 Both 3 1/2 and 5 1/2 widths, which match 2x4 and 2x6 wall framing are available. The Anthony GLULAM uses only locally available Southern pine lumber. Each piece is mechanically tested for strength and stiffness. Each beam is manufactured with a specific lumber lay-up combination which optimizes GLULAM performance and efficiency. The highest strength lumber is reserved for the outer laminations with the highest tensile and compressive stresses. Our Anthony GLULAM can be used for window, door and garage door headers, floor beams and roof ridge beams in both commercial and residential Stability: GLULAM is a laminated composite product of high-strength lumber. This randomizes any natural defects so there is greater beam strength and a higher degree of reliability. There is also less likelihood of warping, twisting, checking, cupping, or Control: Anthony GLULAM consistently averages 12% moisture, which is near equilibrium moisture Code Evaluations: Adopted under all major material building codes and the National Design Specification 2009/2012 (NDS).

3 Anthony is a listee on APA s ICC ESR 1940 code Performance: GLULAM is classified as heavy timber and as such is suitable for IBC type IV construction. It has excellent resistance to Assurance: GLULAM is manufactured in accordance with (Structural Glued Laminated Timber). Plant implemented Total Quality Management, statistical process control procedures, and APA The Engineered Wood Association as our quality assurance program ensure consistent quality and performance in every Economical Beam & Headern Architectural, Industrial & Framing Appearancen One piece installationn Flexibility in design & installationn Cambered or non-camberedn 2400Fb - and 3 1/8 , 3 1/2 , 5 1/8 , 5 1/2 , 6 3/4 , 8 3/4 and 10 3/4 width up to 28 7/8 deepn Lighter than steel, LVL and PSLn Individually wrappedOFeatures1 Anthony Forest Products History2 Anthony Forest Products Company, LLC (AFP), headquartered in El Dorado, Arkansas, has made some dramatic changes to position itself for the twenty-first century.

4 The generations of Forest Products experience passed down through the family have made this vision possible. When founded in 1916, the company was Anthony Brothers Lumber Company. The name of the company has changed, and the 4th generation of the Anthony Family has taken the reigns. Now, Anthony Forest Products Company, LLC operates a southern pine lumber producing mill in Urbana, Arkansas and wood chip mills in Plain Dealing, Louisiana, and Troup, Texas. The company also operates an engineered wood laminating plant in El Dorado, a laminating plant in Washington, Georgia, and a joint venture I-Joist plant, Anthony Eacom, Inc., in Sault Ste. Marie, Ontario, Canada. The company s sawmill and the laminating plants have undergone massive modernization phases over the years. Both the El Dorado and Urbana sawmill have new state of the art MSR machines and the Urbana sawmill supplies over 80% of the MSR lam stock for the El Dorado laminating October of 2015, Anthony Forest Products and its operations were purchased by Canfor Corporation (TSX:CFP) of Vancouver, British Columbia, Canada.

5 New Design ValuesThe lowering of design values for visually graded Southern Yellow Pine lumber on June 1, 2013 opened up new opportunities for Anthony Power Products like GLULAM beams. Shorter spans for dimension lumber and built up lumber headers and beams gave way to more stock 2400Fb GLULAM , Power Beam , and PRG GLULAM being used in the same house. Even though Southern Yellow Pine design values were reduced effecting lumber spans, Anthony Forest Products GLULAM Power Products were not affected by lower design values since special grading rules and MSR machines are in place to mechanically grade the lumber. Certified by SFI The Sustainable Forestry Initiative (SFI) program is a comprehensive system of principles, objectives, and performance measures developed by professional foresters, conservationists and scientists, among others that combines the perpetual growing and harvesting of trees with the long term protection of wildlife, plants, soil and water quality.

6 There are currently close to 240 million acres/100 million hectares of forestland in North America enrolled in the SFI program, making it among the world s largest sustainable forestry 's Club Golf Course Club HouseMSR Lumber Grade Stamp3 Anthony Power Products FamilyWhat s included in this 2400Fb GLULAM Allowable load Tables Architectural, Industrial and Framing Appearance Grades Wide range of widths: 3 1/8 - 10 3/4 , Depths: 3 1/2 - 28 7/8 AFP Short Span Header Allowable load Tables Substitute for LSL and OSL Substitute for built-up lumberAnthony Power Column Allowable load Tables High grade #1 dense SYP lumber (Combination #50) 3 1/8 - 8 3/4 widths, 4 1/8 - 9 5/8 depths (custom depths available)Other Power Products Family Literature Joist 2 1/2 and 3 1/2 flange widths Residential and commercial depths (9 1/2 - 24 ) Anthony Power Beam PSL and LVL Equivalent 3 1/2 , 5 1/2 and 7 widths at I-Joist compatible depthsPower Rated GLULAM (PRG ) I-Joist Compatible Depths (IJC) Substitute for LVL at lower cost Balanced, non-cambered beamPower Preserved GLULAM Beams and Columns Cop-Guard & Clear-Guard treated GLULAM Two separate warranties for your protectionSouthern Yellow Pine Lumber 2x4 - 2x12 dimension lumber Grades.

7 Machine Stress Rated Lumber (MSR), #1, #2, #3, #4, and exportPower Sizer Software Sizes all Power Products Family of engineered wood Download single member sizer for all Anthony Engineered Wood Products including Power Column 24F Design Properties24F - V4 - - IJC Framing and Industrial Grades3 1/2 Beam Width (Fv=175) Depth 9 1/2 11 7/8 14 16 18 Weight Cdb factor (L=21 ) I (in4) 250 488 800 1195 1701 Moment Capacity (Ft-lbs) 10529 16452 22867 29867 37800 Shear Capacity (lbs) 3879 4849 5717 6533 735024F - V4 - - Industrial Stock Depth** Flexural Stress, Fb, shall be modified by volume Factor, Cv, as outlined in ICC ESR-1940, and APA Y117 Design where;Y Cv = [( ) x (12/d) x (21/L) ] < 1/2 Beam Width (Fv=140) Depth 9 1/2 11 7/8 14 16 18 Weight Cdb factor (L=21 ) I (in4) 393 768 1258 1877 2673 Moment Capacity (Ft-lbs) 16546 25853 35933 46933 59400 Shear Capacity (lbs) 4877 6096 7187 8213 1920 Design Values Combination 24F-V4 MOE psi Fb 2400 psi Fv 140-175 psi Fc 740 psi6 3/4 Beam Width (Fv=140) Depth 9 1/2 11 7/8 14 16 18 Weight Cdb factor (L=21 ) I (in4)

8 482 942 1544 2304 3281 Moment Capacity (Ft-lbs) 20306 31729 44100 57600 72900 Shear Capacity (lbs) 5985 7481 8820 10080 113403 1/8 Beam Width (Fv=175) Depth 8 1/4 9 5/8 11 12 3/8 13 3/4 15 1/8 16 1/2 17 7/8 Weight Cdb factor (L=21 ) I (in4) 146 232 347 494 677 901 1170 Moment Capacity (Ft-lbs) 7090 9650 12604 15952 19694 23830 28359 33283 Shear Capacity (lbs) 3008 3509 4010 4512 5013 5514 6016 Values Combination 24F-V4 MOE psi Fb 2400 psi Fv 140-175 psi Fc 740 psi5 1/8 Beam Width (Fv=140) Depth 11 12 3/8 13 3/4 15 1/8 16 1/2 17 7/8 19 1/4 20 5/8 22 Weight Cdb factor (L=21 ) I (in4) 568 809 1110 1478 1919 2439 3047 3747 4548 Moment Capacity (Ft-lbs) 20671 26162 32298 39081 46509 54584 63304 72671 82683 Shear Capacity (lbs)

9 5262 5919 6577 7235 7893 8550 9208 9866 10523 1118123 3 3/4 Beam Width (Fv=140) Depth 8 1/4 9 5/8 11 12 3/8 13 3/4 15 1/8 16 1/2 17 7/8 19 1/4 20 5/8 22 23 3/8 24 3/4 26 1/8 27 1/2 Weight Cdb factor (L=21 ) I (in4) 316 502 749 1066 1462 1946 2527 3213 4012 4935 5990 7184 8528 10030 11698 13542 Moment Capacity (Ft-lbs) 15314 20844 27225 34457 42539 51472 61256 71891 83377 95713 108900 122938 137827 153566 170156 187597 Shear Capacity (lbs) 5198 6064 6930 7796 8663 9529 10395 11261 12128 12994 13860 14726 15593 16459 17325 1819128 7/83 1/8 Beam Width (Fv=175) Depth 9 1/2 11 7/8 14 16 18 Weight Cdb factor (L=21 ) I (in4) 223 436 715 1067 1519 Moment Capacity (Ft-lbs) 9401 14689 20417 26667 33750 Shear Capacity (lbs) 3464 4329 5104 5833 65635 1/8 Beam Width (Fv=140) Depth 9 1/2 11 7/8 14 16 18 Weight Cdb factor (L=21 ) I (in4)

10 366 715 1172 1749 2491 Moment Capacity (Ft-lbs) 15418 24090 33483 43733 55350 Shear Capacity (lbs) 4544 5680 6697 7653 8610424F Design Properties** Flexural Stress, Fb, shall be modified by volume Factor, Cv, as outlined in ICC ESR-1940, and APA Y117 Design where;Y Cv = [( ) x (12/d) x (21/L) ] < 3/4 Beam Width (Fv=300) Depth 8 1/4 9 5/8 11 12 3/8 13 3/4 15 1/8 16 1/2 17 7/8 19 1/4 20 5/8 22 23 3/8 24 3/4 26 1/8 27 1/2 28 7/8 Weight Cdb factor (L=21 ) I (in4) 316 502 749 1066 1462 1946 2527 3213 4012 4935 5990 7184 8528 10030 11698 13542 Moment Capacity (Ft-lbs) 15314 20844 27225 34457 42539 51472 61256 71891 83377 95713 108900 122938 137827 153566 170156 187597 Shear Capacity (lbs)


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