Anthony Glulam Advantages

Transcription

1 GLULAM

2 Table of Contents Glulam Advantages...1 About Us...2 Anthony Power Products Family...3 Design Properties V4 1.7E IJC Framing Load Tables...-8 V4 1.7E Stock Depth Industrial Load Tables V3 1.8E Architectural Load Tables Load Table Notations and Examples Quick Beam Selection Guide...28 AFP 1.E Short Span Header Tables Power Column Connection Details...33 Shear Design Equations for Notched and Tapered Beams...34 Guidelines for Drilling Vertical and Horizontal Holes Dimensional Tolerances...37 Standard Radius or Curvature...38 Engineered Timbers...3 Storage, Protection, and Handling...40

3 Anthony Glulam Advantages n Economical Beam & Header n Architectural, Industrial & Framing Grades n No nail laminating necessary n Flexibility in design & installation n Cambered or non-cambered n 00F b and 1.8 E n 3 1/8, 3 1/2, 5 1/8, 5 1/2, 3/4, 8 3/4 and 10 3/4 width n Lighter than steel, LVL, and PSL n Certified Green Products n Individually wrapped The 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 in many standard structural applications where the high strength and stiffness values are not really needed. Anthony s Glulam is available through wholesale stocking dealers and their retailers. The 3-1/2 and 5-1/2 widths, which match 2x4 and 2x wall framing are available. The Anthony Glulam uses only locally available Southern pine lumber which each piece is mechanically tested for strength and stiffness. To enhance Anthony Glulam quality further, all outer laminations have strict quality control procedures. Each beam has a specific lumber lay-up combination which optimizes Glulam performance. The highest strength lumber is placed in the tension and compression zones, efficiently and optimally using lumber resources. The Anthony Glulam can be used for window, door and garage door headers, floor edge and center girder beams, roof ridge beams, and commercial beams and purlins. Features Dimensional Stability: Glulam is a laminated composite product of highstrength 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 shrinking. Moisture Control: Anthony Glulam consistently averages % moisture, which is near equilibrium moisture content. Building Code Evaluations: Adopted under all major material building codes and the National Design Specification 0/ (NDS). Anthony is a listee on APA s ICC ESR 140 code report. 1 Fire Performance: Glulam falls into the building code category of heavy timber; therefore, it has excellent fire performance. Quality Assurance: Glulam is manufactured in accordance with ANSI/ A10.1 (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 Glulam.

4 The Anthony Forest Products Story Anthony Forest Products Company (AFP), headquartered in El Dorado, Arkansas, has made some dramatic changes to position itself for the twenty-first century. The generations of forest products experience passed down through the family have made this vision possible. When founded in 1, 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. The company mission, however, stays the same To remain a leader in the forest products industry by: 1. Empowering the Anthony people in the constant pursuit of customer satisfaction; 2. Making Safety the standard of operating in our business; 3. Being active in the communities where our facilities and employees are located; 4. Maintaining its leadership role in sound management, utilizing forest resources through environmentally accepted practices, and manufacturing excellence through high efficiency; 5. Providing a reasonable return on investment to its shareholders. The company 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. Anthony Forest s sawmill and the El Dorado laminating plant have undergone massive modernization phases over the years. Due to complete computer optimization, the sawmill is now producing 30% more lumber out of the same size logs milled previously. Not only has our sawmill diversified with changing markets, our laminating plants have diversified and have expanded to meet customer demands. Some of the company s fastest growth has been in the engineered wood products sector. The demand for engineered wood products like I-Joist forced a need to totally modernize the El Dorado facility and to add an I-Joist plant in Canada. The company joined forces with EACOM Timber Corporation of Montreal, Quebec, Canada to produce the Power Joist. The Power Joist is a high quality solid sawn lumber flange I-joist. Anthony Forest has contributed its superior customer service, plant management, engineered wood products knowledge, and distribution network to meet demands for an I-joist to complement the Power Beam I-joist compatible glulam. When the company grows, the surrounding communities also grow. We encourage and support our employees community involvement. Anthony Forest feels that civic mindedness will assist in the overall growth of the company and in the prosperity of the communities in which we reside. 2

5 Anthony Power Products Family What s included in this brochure... Anthony 00F b Glulam Allowable Load Tables Architectural, Industrial and Framing Appearance 00F b -1.7E IJC Depths 00F b -1.7E Stock Depths 00F b -1.8E Stock Depths AFP 1. E Short Span Header Allowable Load Tables 00F b -1.E-0F v Substitute for LSL and OSL Substitute for built-up lumber Anthony Power Column Allowable Load Tables Combination # F b -1.E Other Power Products Family Literature available... Power Joist PJI-40, 0, 80 and 0 Series Anthony Power Beam 3000F b -2.1E-300F v PSL and LVL Equivalent Power Rated Glulam (PRG ) 00F b -1.E-300F v IJC Depths Substitute for LVL at lower cost Power Preserved Glulam Beams and Columns Cop-Guard & Cop-8 treated glulam Southern Yellow Pine Lumber 2x4-2x Grades: MSR, #1, #2, #3, #4, and export Power Sizer Software Sizes all Power Products Family of engineered wood 3

6 F Design Properties ** Flexural Stress, F b, shall be modified by volume Factor, Cv, as outlined in ICC ESR-140, and AITC 7-Design where; Cv = [(5.5/b) 0.05 x (/d) 0.05 x (/L) 0.05 ] < 1.0 F - V4-1.7E - IJC Framing and Industrial Grades 3 1/8 Beam Width (F v =175) Depth 1/2 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /2 Beam Width (F v =175) Depth 1/2 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /4 Beam Width (F v =0) Depth 1/2 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /8 Beam Width (F v =0) Depth 1/2 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /2 Beam Width (F v =0) Depth 1/2 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) Design Values Combination F-V4 MOE 1.7x10 psi F b 00 psi F v psi 740 psi F c F - V4-1.7E - Industrial Stock Depth 3 1/8 Beam Width (Fv=175) Depth 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /8 Beam Width (Fv=0) Depth 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) / Shear Capacity (lbs) /4 Beam Width (Fv=0) Depth 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) Design Values Combination F-V4 MOE 1.7x10 psi F b 00 psi F v psi 740 psi F c 4

7 F Design Properties ** Flexural Stress, F b, shall be modified by volume Factor, Cv, as outlined in ICC ESR-140, and AITC 7-Design where; Cv = [(5.5/b) 0.05 x (/d) 0.05 x (/L) 0.05 ] < 1.0 F - V3-1.8E - Architectural Stock Depth 3 1/8 Beam Width (Fv=300) Depth 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /8 Beam Width (Fv=300) Depth 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /4 Beam Width (Fv=300) Depth 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /4 Beam Width (Fv=300) Depth 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) /4 Beam Width (Fv=300) Depth 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/8 Weight Cdb factor (L= ) I (in 4 ) Moment Capacity (Ft-lbs) Shear Capacity (lbs) Design Values Combination F-V3 MOE 1.8x10 psi F b 00 psi F v 300 psi 740 psi F c 5

8 F V4 1.7E IJC Framing Grade Allowable Floor Load Tables LDF=1.00 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/2 Width 5 1/2 Width 3/4 Width Span Depth (in.) Depth (in.) Depth (in.) (ft) 1/2 7/8 1/2 7/8 1/2 7/

9 F V4 1.7E IJC Framing Grade Allowable Roof Load Tables LDF=1. Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1., and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/2 Width 5 1/2 Width 3/4 Width Span Depth (in.) Depth (in.) Depth (in.) (ft) 1/2 7/8 1/2 7/8 1/2 7/

10 F V4 1.7E IJC Framing Grade Allowable Roof Load Tables LDF=1.25 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.25, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/2 Width 5 1/2 Width 3/4 Width Span Depth (in.) Depth (in.) Depth (in.) (ft) 1/2 7/8 1/2 7/8 1/2 7/

11 F V4 1.7E Industrial IJC Depth Allowable Floor Load Tables LDF=1.00 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width Single 5 1/8 Width Span Depth (in.) Span Depth (in.) (ft) 1/2 7/8 (ft) 1/2 7/

12 F V4 1.7E Industrial IJC Depth Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1., and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Roof Load Tables LDF=1. These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width Single 5 1/8 Width Span Depth (in.) Span Depth (in.) (ft) 1/2 7/8 (ft) 1/2 7/

13 F V4 1.7E Industrial IJC Depth Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.25, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Roof Load Tables LDF=1.25 These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width Single 5 1/8 Width Span Depth (in.) Span Depth (in.) (ft) 1/2 7/8 (ft) 1/2 7/

14 F V4 1.7E Industrial Stock Glulam Allowable Floor Load Tables LDF=1.00 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width 5 1/8 Width Span Depth (in.) Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/

15 F V4 1.7E Industrial Stock Glulam Allowable Roof Load Tables LDF=1. Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1., and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width 5 1/8 Width Span Depth (in.) Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/

16 F V4 1.7E Industrial Stock Glulam Allowable Roof Load Tables LDF=1.25 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.25, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width 5 1/8 Width Span Depth (in.) Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/

17 F V4 1.7E Industrial Stock Glulam Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Floor Load Tables LDF=1.00 These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Single Span (ft) Allowable Loads for Anthony Glulam in Pounds per Linear Foot 3/4 Width Depth (in.) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

18 F V4 1.7E Industrial Stock Glulam Allowable Roof Load Tables LDF=1. Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1., and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Single Span (ft) Allowable Loads for Anthony Glulam in Pounds per Linear Foot 3/4 Width Depth (in.) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

19 F V4 1.7E Industrial Stock Glulam Allowable Roof Load Tables LDF=1.25 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.25, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Single Span (ft) Allowable Loads for Anthony Glulam in Pounds per Linear Foot 3/4 Width Depth (in.) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

20 F V3 1.8E Architectural Stock Depth Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Floor Load Tables LDF=1.00 These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width 5 1/8 Width Span Depth (in.) Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/

21 F V3 1.8E Architectural Stock Depth Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1., and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Roof Load Tables LDF=1. These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width 5 1/8 Width Span Depth (in.) Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/

22 F V3 1.8E Architectural Stock Depth Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.25, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Roof Load Tables LDF=1.25 These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3 1/8 Width 5 1/8 Width Span Depth (in.) Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/

23 F V3 1.8E Architectural Stock Depth Allowable Floor Load Tables LDF=1.00 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3/4 Width Span Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

24 F V3 1.8E Architectural Stock Depth Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1., and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Roof Load Tables LDF=1. These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3/4 Width Span Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

25 F V3 1.8E Architectural Stock Depth Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.25, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/0 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) Allowable Roof Load Tables LDF=1.25 These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 3/4 Width Span Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

26 F V3 1.8E Architectural Stock Depth Allowable Floor Load Tables LDF=1.00 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 8 3/4 Width Span Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

27 F V3 1.8E Architectural Stock Depth Allowable Floor Load Tables LDF=1.00 Key - for each clear span there are three numbers: Row 1: Maximum Total Load with LDF of 1.0, and deflection limited to L/0 Row 2: Maximum Live Load limited by deflection of L/30 Row 3: Required Bearing Length in trimmer thickness (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.) These tables can be used to size simple span beams and headers that carry uniform loads. The PLF loads must be calculated and take into account all floor and roof framing loads coming onto the beam or header. Codes do allow live load reductions. See appropriate code sections. Allowable Loads for Anthony Glulam in Pounds per Linear Foot Single 10 3/4 Width Span Depth (in.) (ft) 8 1/4 5/8 3/8 13 3/4 1/8 1/2 17 7/8 1 1/4 5/8 23 3/8 3/4 2 1/8 27 1/2 28 7/

28 Load Table Notations and Examples Anthony Glulam Floor and Roof PLF Loading Notes 1. Values shown are the maximum uniform loads in pounds per linear foot (PLF) that can be applied to the beam. Beam weight has been subtracted from the total allowable load. Load tables are based on dry use conditions. 2. LDF = Load Duration Factor per code requirements 3. Bearing length shown is required at each end of header and is based on an allowable bearing stress of 740 psi for all tables except low stress header which is 50 psi. The beam must be sitting directly on top of 1 or more trimmers. A longer bearing length may be required depending on the material that the beam is bearing on. For example, if the beam is sitting on a SPF top plate, a longer bearing length will be required due to the lower compression perpendicular-to-grain design value for SPF. 4. The bearing lengths show the number of trimmers needed (e.g., 1.5 = 1 trimmer, 3.0 = 2 trimmers, etc.). This is based on the maximum PLF loads. Shorter bearing lengths may be used with lighter loads. 5. Tables are based on simple span conditions using the actual span as the center-to-center of bearing. Tables do not apply for continuous or multiple span conditions. The clear opening for the actual span given can be found by subtracting the listed bearing length from the actual span.. The beam is assumed to be loaded on the top edge and supported at bearing points. The beams should be laterally braced. 7. For deflection limits of L/0 and L/480, multiply The Maximum Live Load figure (Row 2) by 1.5 and 0.75, respectively. For deflection factors of L/0 and L/30, multiply the Maximum Live Load figure (row 2) by and 0.7, respectively. The result shall not exceed the total load. Procedures for Using Simple Span Beam Tables 1. To size beams from the Floor and Roof PLF Tables, it is required to have the following: a. Live load determined by the governing Building Code b. The dead load c. The beam span or clear opening d. Span carried or tributary width 2. These tables may be used to size a simple span uniformly distributed loaded beam or to determine the maximum load capacity of a specific size Glulam beam. The allowable loads shown in PLF tables include the beam weight. A simple span condition exists when the beam is supported on each end without overhangs. A continuous or cantilever loading application may require a balanced layup and an engineering or design review. Garage Door Header: Single Story Example Problem Determine the header size for the conditions below: Roof Load Conditions: Live (LL) = 30 psf Dead (DL) = 10 psf Building Width (B) = Overhang = 2 Header Actual Span (L) = 17 Formula: Total Load = (B/2+2 ) x (LL + DL) = total applied load in PLF Live Load = (B/2+2 ) x LL = total live load in PLF Example: Total Load = (/2 + 2) x ( ) = 50 PLF Live Load = (/2 + 2) x 30 = 4 PLF To size: 1. Go to allowable roof load tables on page 7 titled F V4 1.7E IJC (LDF=1.). Find the 17 actual span row. 2. Using the top row, find a total load greater than 50 PLF (3.5 x ) 3. Using the middle row, find a live load greater than 4 PLF. Beam to select: 3-1/2 x or (bearing required = 3 ) Notes: 1. Local code may require an engineered system of wall bracing for wall sections less than 4 in length adjacent to door openings. A glulam garage door header extended continuously over these shorter walls adjacent to the garage door opening is an integral part of these engineered systems. 2. If attic loading is anticipated, additional floor loading must be considered. Example: Add Floor LL=25, DL=10 Revised Total Load = 80 PLF, Live Load = 7 PLF (5 1/2 x required) 2

29 Load Table Examples Garage or Window Header: Two Story Example Problem Determine the header size for the conditions below: Roof Load Conditions: Live (LL) = 30 psf Dead (DL) = psf Total = 45 psf Floor Load Conditions: Live (LL) = 40 psf Dead (DL) = 10 psf Total = 50 psf Calculate Total Load: Roof Load = (28/2 + 2) x 45 = 7 PLF Floor Load = (/2) x 50 = 350 PLF Wall Load = 8 x 10 psf = 80 PLF Total Load = 50 PLF Calculate Live Load : Roof Load = (28/2 + 2) x 30 = 480 PLF Floor Load = (/2) x 40 = 280 PLF Live Load = 70 PLF Anthony Glulam Sizing Examples 28 2 To Size: 1. Go to F IJC Floor Load Table using LDF = 1.00 and actual span row (page ). 2. Using top row, find total load equal to or greater than 50 PLF. Pick the 3 1/2 x since (1 for 3 1/2 x ) is less than 5%. It is safer to go up one size. 3. Using middle row, find live load equal to or greater than 70 PLF. Total Load controlled, use 3 1/2 x F IJC. Beam to Select: 3-1/2 x (3 bearing required) or 5 1/2 x (3 Bearing required) F V3 Architectural Floor Girder Beam Example Problem Floor Load Conditions: Live (LL) = 40 psf Dead (DL) = psf Building Width (B) = Calculate Total Load: Total Load = (/2) x (40 + ) = plf Calculate Live Load: Live Load = (/2) x 40 = 480 plf Beam to Select (Floor Load Table): 5-1/8 x 1/8-3 or (Bearing Required 3 ) ' building width ' actual span F V3 Architectural Simple Roof Rafter Example Problem Determine the rafter size for the conditions below: Roof Load Conditions: Live (snow) = 25 psf Dead = psf Rafter Spacing: 5 on center Rafter Span: Slope: 4/ Calculate Total Load: Total Load = 5(25 + ) = 0 plf Live Load = 5(25) = 5 plf Beam to Select (Roof 1. Table, Page 1): 3-1/8 x (Bearing Required 1.5 ) 2' ' 5' Note: If roof is greater than 4/ pitch, dead load must be figured on total horizontal length of rafter. 27

30 Stick Frame Roof Stick Frame Roof Stick Frame Roof Stick Frame Roof Stick Frame Roof Stick Frame Roof Stick Frame Roof Floor Beam House Width Floor Floor Floor Floor Beam 1 Beam 2 Beam 3 Beam 4 Beam 5 Floor Only Beam Floor Only House Width Beam Length Beam 1 Beam 2 Beam 3 Beam 4 Beam 5 Beam ' 3 1/8" x " F V4 3 1/8" x " F V4 3 1/8" x 3/8" F V4 3 1/8" x 1/8" F V4 3 1/8" x " F V4 3 1/8" x 3/8" F V4 '- 3 1/8" x " F V4 3 1/8" x 13 3/4" F V4 3 1/8" x 1/8" F V4 5 1/8" x 1/8" F V4 3 1/8" x 3/8" F V4 3 1/8" x 1/8" F V4 '- 3 1/8" x 3/8" F V4 3 1/8" x 1/8" F V4 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 5 1/8" x 1/2" F V4 3 1/8" x 13 3/4" F V4 5 1/8" x 1/8" F V4 ' ' 3 1/8" x 13 3/4" F V4 3 1/8" x 1/8" F V4 3 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 3 1/8" x 1/8" F V4 5 1/8" x 1/8" F V4 ' 3 1/8" x 13 3/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 1/2" F V4 5 1/8" x 5/8" F V4 3 1/8" x 1/2" F V4 5 1/8" x 1/2" F V4 ' 3 1/8" x 1/8" F V4 5 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 5 1/8" x " F V4 5 1/8" x 1/8" F V4 3/4" x 1/2" F V4 2' 3 1/8" x 1/2" F V4 5 1/8" x 1/2" F V4 5 1/8" x 1 1/4" F V4 5 1/8" x 23 3/8" F V4 5 1/8" x 1/2" F V4 3/4" x 1 1/4" F V4 ' 3 1/8" x " F V4 3 1/8" x " F V4 3 1/8" x 3/8" F V4 5 1/8" x 13 3/4" F V4 3 1/8" x " F V4 3 1/8" x 13 3/4" F V4 '- 3 1/8" x " F V4 3 1/8" x 13 3/4" F V4 3 1/8" x 1/8" F V4 5 1/8" x 17 7/8" F V4 3 1/8" x 3/8" F V4 3 1/8" x 1/2" F V4 '- 3 1/8" x 3/8" F V4 3 1/8" x 1/8" F V4 28' ' 3 1/8" x 13 3/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 ' 3 1/8" x 1/8" F V4 5 1/8" x 1/8" F V4 ' 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 5 1/8" x 1 1/4" F V4 3 1/8" x 1/8" F V4 5 1/8" x 1/8" F V4 5 1/8" x 1/8" F V4 5 1/8" x 5/8" F V4 3 1/8" x 1/8" F V4 5 1/8" x 1/2" F V4 5 1/8" x 1/2" F V4 5 1/8" x " F V4 3 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 5 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 3/4" x 5/8" F V4 5 1/8" x 1/8" F V4 5 1/8" x 1 1/4" F V4 2' 5 1/8" x 1/8" F V4 5 1/8" x 17 7/8" F V4 5 1/8" x 1 1/4" F V4 3/4" x " F V4 5 1/8" x 1/2" F V4 5 1/8" x 5/8" F V4 ' 3 1/8" x " F V4 '- 3 1/8" x 3/8" F V4 3 1/8" x 13 3/4" F V4 '- 3 1/8" x 13 3/4" F V4 3 1/8" x 3/8" F V4 3 1/8" x 13 3/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 ' ' 3 1/8" x 13 3/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 1/8" F V4 5 1/8" x " F V4 5 1/8" x 1/2" F V4 3 1/8" x " F V4 3 1/8" x 13 3/4" F V4 5 1/8" x 1 1/4" F V4 3 1/8" x 13 3/4" F V4 5 1/8" x 1/8" F V4 5 1/8" x 1/8" F V4 3/4" x 1/2" F V4 3 1/8" x 1/8" F V4 5 1/8" x 1/2" F V4 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 5 1/8" x 1/2" F V4 ' 3 1/8" x 1/8" F V4 5 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 3/4" x 5/8" F V4 5 1/8" x 1/8" F V4 5 1/8" x 1 1/4" F V4 ' 3 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 5 1/8" x 1 1/4" F V4 3/4" x " F V4 5 1/8" x 1/2" F V4 5 1/8" x 5/8" F V4 2' 5 1/8" x 1/8" F V4 5 1/8" x 1 1/4" F V4 5 1/8" x 5/8" F V4 3/4" x 23 3/8" F V4 5 1/8" x 17 7/8" F V4 5 1/8" x " F V4 ' 3 1/8" x " F V4 3 1/8" x 3/8" F V4 3 1/8" x 13 3/4" F V4 5 1/8" x 17 7/8" F V4 3 1/8" x 3/8" F V4 3 1/8" x 1/8" F V4 '- 3 1/8" x 3/8" F V4 3 1/8" x 1/8" F V4 3 1/8" x 1/2" F V4 3/4" x 1/2" F V4 3 1/8" x 13 3/4" F V4 5 1/8" x 1/8" F V4 '- 3 1/8" x 13 3/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 5 1/8" x 1/8" F V4 3/4" x 1 1/4" F V4 3 1/8" x 1/8" F V4 5 1/8" x 1/2" F V4 3' ' 3 1/8" x 1/8" F V4 5 1/8" x 1/8" F V4 5 1/8" x 1/2" F V4 3/4" x 1 1/4" F V4 3 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 ' 3 1/8" x 1/2" F V4 5 1/8" x 13 3/4" F V4 5 1/8" x 1/2" F V4 5 1/8" x 17 7/8" F V4 3/4" x " F V4 5 1/8" x 1/8" F V4 5 1/8" x 1 1/4" F V4 ' 5 1/8" x 1/8" F V4 5 1/8" x 17 7/8" F V4 5 1/8" x 1 1/4" F V4 No Solution / bearing restriction 5 1/8" x 1/2" F V4 5 1/8" x 5/8" F V4 2' 5 1/8" x 1/2" F V4 5 1/8" x 1 1/4" F V4 5 1/8" x 5/8" F V4 No Solution / bearing restriction 5 1/8" x 17 7/8" F V4 3/4" x 5/8" F V4 Quick Beam Selection Guide General Notes for Anthony Forest Products Beam Selection Table Table is based on: Uniform loads Simple span only. Do not use table if joists are continuous span. Roof is stick framed with 1 - soffits. Load is psf. LL & 10 psf. DL Ceiling is uninhabitable attic without storage. Load is 10 psf. LL & 5 psf. DL. Floor loading is 40psf. live load & psf. dead load. Exterior wall weights of 80 plf., interior 0 plf. Deflection criteria of L/30 live load and L/0 total load. Beam Length is out to out of 2 x 4 walls, unless noted otherwise (see below). Bearing is 3 1/2 (except at - & - which is 3 ). Beams are not designed to support brick load. How to Use This Table 1. Determine House Width. 2. Locate Beam Length. 3. Determine Beam Location. 4. Select Anthony Forest Products beam width and depth.

31 AFP 1.E Short Span Header (00F b - 0F v - 50F c ) Features & Advantages BUILT-UP LUMBER SUBSTITUE SURFACE SEALED FOR STABILITY FULL 3-1/2 WIDTH NO SHIMMING CONSISTENT QUALITY & UNIFORMITY LIMITED LIFETIME WARRANTY ONE PIECE INSTALLATION SAVE $$ APPEARANCE GRADE: FRAMING GRADE Design Values 1. Header Combination AFP 1. Header MOE 1. x 10 psi F b F v F c 00 psi 0 psi 50 psi Allowable Design Stresses and Properties (100% Load Duration) Standard Depths (in.) 4 1/8 5 1/ /4 1/2 1/4 7/8 Weight (lbs./lineal ft.) C db factor (L=') I (in 4 ) Moment Capacity (lbs-ft) Shear Capacity (lbs) Notes: 1. Header weight based on 3 pcf. 2. Moment Capacities are based on span up to. 3. Flexural Stress, F b, shall be modified by Volume Factor, C v, as outlined in APA Y-7 Design and in the 0/ National Design Specifications (NDS) for Wood Construction. 4. Allowable design properties and load capacities are based on dry use conditions. 2

32 Header Comparison Table AFP 1.E vs. LSL Allowable Floor Load (PLF) - LDF=1.00 Design Span = Header Material 1.E AFP 3-1/2"x5-1/2" 1.35 E LSL* 1.55 E LSL** 1.EAFP 3-1/2"x7" 1.E AFP 3-1/2"x-1/4" 1.35 E LSL* 1.55 E LSL** 1.E AFP 3-1/2"x-1/2" 1.35 E LSL* 1.55 E LSL** 1.E AFP 3-1/2"x-1/4" 1.35 E LSL* 1.55 E LSL** 1.E AFP 3-1/2"x-7/8" 1.35 E LSL* 1.55 E LSL** Design Span = Header Material 1.E AFP 3-1/2"x5-1/2" 1.35 E LSL* 1.55 E LSL** 1.E AFP 3-1/2"x7" 1.E AFP 3-1/2"x-1/4" 1.35 E LSL* 1.55 E LSL** 1.E AFP 3-1/2"x-1/2" 1.35 E LSL* 1.55 E LSL** 1.E AFP 3-1/2"x-1/4" 1.35 E LSL* 1.55 E LSL** 1.E AFP 3-1/2"x-7/8" 1.35 E LSL* 1.55 E LSL** TL LL TL LL TL LL TL LL TL LL TL LL TL LL L/0 L/30 L/0 L/30 L/0 L/30 L/0 L/30 L/0 L/30 L/0 L/30 L/0 L/ Allowable Roof Load (PLF) - LDF= TL LL TL LL TL LL TL LL TL LL TL LL TL LL L/0 L/0 L/0 L/0 L/0 L/0 L/0 L/0 L/0 L/0 L/0 L/0 L/0 L/ * 1.35 LSL design values based upon 1730F b, 1.35E, and 410F v. ** 1.55 LSL design values based upon 230F b, 1.55E, and 410F v Notes: 1. Values shown are the maximum uniform loads in pounds per lineal foot (PLF) which can be applied to the header. Header weight has been subtracted from the allowable total load (TL). 2. When no live load (LL) is given, total load (TL) controls. 3. Headers are assumed to be loaded on the top edge with continuous lateral support along compression edge. 4. Bearing length shall be provided based upon F c (perp) of 50psi for AFP 1. SSH. The deeper depths at short spans will require bearings over 3.

33 Power Column FEATURES Combination #50 (#1 Dense SYP) MOE = 1.x10 psi F b = psi Fc = psi Architectural & Industrial Appearance Individually Wrapped 3 1 / 8, 3 1 / 2, 5 1 / 8, 5 1 / 2, 3 / 4, 7 & 8 3 / 4 Widths Treated Columns Available SERVICE AND SUPPORT National distribution through stocking dealers Comprehensive technical support literature and sizing software SM 33

34 Anthony Power Columns Combination #50 Allowable Axial Loads (Pounds) for Combination No. 50 Glulam Columns Side loads are not permitted. End loads are limited to a maximum eccentricity of either 1/ column width or depth, whichever is worse. Effective Lamination Net Width = 3-1/8 in. Column Net Depth = 4-1/8 in. (3 lams) Net Depth = 5-1/2 in. (4 lams) Net Depth = -7/8 in. (5 lams) Net Depth = 8-1/4 in. ( lams) Length Load Duration Factor Load Duration Factor Load Duration Factor Load Duration Factor (ft) ,450 13,780,00,50,700,740 23,0 25,870 27,170 2,30,280 34,010 8,0,5,8,0 13,300 13,0,830, 17,080,,350,70 8,0,410,550 8,40 8,780 8,50 10,10 10,80,10 13,750,, ,410 4,530 4,10,000,0, 7,510 7,710 7,8,780 10,00 10,0 3,280 3,30 3,400 4,450 4,550 4,00 5,50 5,80 5,750 7,280 7,440 7,540 Effective Lamination Net Width = 3-1/2 in. Column Net Depth = 3-1/2 in. (3 lams) Net Depth = 4-1/8 in. (3 lams) Net Depth = 5-1/2 in. (4 lams) Net Depth = 7 in. ( lams) Length Load Duration Factor Load Duration Factor Load Duration Factor Load Duration Factor (ft) ,750 13,130 13,0,410,10 17,0,740 25,0 2,50 2,700,50 34,50,130,810 10,0,330,0,10, 17,0 17,770,00 23,300,0 8,00,10 7,00 8,100 8,40 8,70,0,0,,350,000, ,830 5,000 5,00 5,880,070,10 8,040 8, 8,430,00,450,50 3,50 3,750 3,810 4,4 4,540 4,10,010,0,250 8, ,70 2,840 2,10 2,50 3,430 3,510 3,550 4,50 4,750 4,800,40,00,80 Effective Lamination Net Width = 5-1/8 in. Column Net Depth = 5-1/2 in. (4 lams) Net Depth = -7/8 in. (5 lams) Net Depth = 8-1/4 in. ( lams) Net Depth = -5/8 in. (7 lams) Length Load Duration Factor Load Duration Factor Load Duration Factor Load Duration Factor (ft) ,30 33,0 35,70 40,0 44, 4,800 4,550 54,880 58,0 57,810 4,0 7,840 8,0 2,850 27,0,250 34,500 35,70 40,40 43,710 45,40 47,4 51,000 53, ,740,830,470 25,0 2,270 27,000,0 33,740 34,740 37,30 3,370 40,5,40,270,30 1,570,340,70 25,250 2,310 2,30 2,40 30,700 31,4,480,80 13,0,00,0,400,230,40,350 23,00,430,00 10,0 10,430 10,50,80 13,030 13,0,500 17,000 17,280 1,250 1,830,0 8,30 8,50 8,710 10,480 10,740 10,80 13,0,050,250,70,30,30 7,040 7,0 7, 8,800,000,0,5,70,40 13,440 13,750 13,30 Effective Lamination Net Width = 5-1/2 in. Column Net Depth = 5-1/2 in. (4 lams) Net Depth = 7 in. ( lams) Net Depth = 8-1/4 in. ( lams) Net Depth = -5/8 in. (7 lams) Length Load Duration Factor Load Duration Factor Load Duration Factor Load Duration Factor (ft) , 3,550 38,810 45,10 51, 54,840 54,50 1,0 5,070 4,0 71,370 75, ,4 2,40 30,50 3, 42,50 44,5 4,310 50,10 52,470 54,030 58,50 1,0 10,70 23,280,030 31,80 33,50 34,50 37,330 3,50 40,840 43,50 4,0 47,40 17,550,380,850 25,300 2,470 27,0 2,8 31,10 31,0 34,70 3,30 37,0,0,70,080,430,0,0,080 25,000 25,5 28,00 2,0 2,780,70,00,,70 17,300 17,10 1,750,30,70 23,040 23,70,0,730 10,0 10,0 13,50,350,580,440,10 17,0 1,10 1,730,040 8,230 8,440 8,570,780,080,250 13,880,230,430,0,00,840 7,040 7,0 7,300 10,070 10, 10,4,80,130, 13,840,0,330 Effective Column Net Depth = -7/8 in. (5 lams) Lamination Net Width = -3/4 in. Net Depth = 8-1/4 in. ( lams) Net Depth = -5/8 in. (7 lams) Lamination Net Width = 7 in. Net Depth = 7 in. ( lams) Length Load Duration Factor Load Duration Factor Load Duration Factor Load Duration Factor (ft) ,730 53,70 5,880 3,540 70,30 75,0 74,70 82,750 87,40 53,40 5,380 3, ,70 45,0 47,080 55,30 5,40 2,00 4,,30 73,040 4,00 51,070 53,550 34,50 37,100 38,350 4,5 4,4 51,00 54,280 57,50 5,00 40,070 42,840 44,450 2,100 30,50 31,410 38,750 40,0 41,810 45,0 47,470 48,770 33,840 35,730 3,830,30 25,430 2,030,450 33,810 34,00 37,80 3,450 40,370 28,30 2, ,40,410,850 27,430 28,430 2,010,000 33,170 33,840,400 25,400 25,80 17,50,230,570 23,430,0,10 27,330 28,0 28,7,80,740,0,0,0,50,0,70,0 23,570,250,40,10,780 1,0 13,280 13,30 13,830 17,580,040,310,510,050,30,00,370,40 NOTES and Allowable Design Properties 1. The tabulated allowable loads apply only to one-piece glulam members made with all N1D laminations (Combination 50) without special tension laminations. 2. Applicable service conditions = dry 3. The tabulated allowable loads are based on simply axially loaded columns subjected to a maximum eccentricity of either 1/ column width or 1/ column depth, whichever is worse. For side loads, other eccentric end loads, or other combined axial and flexural loads, see 05 NDS 4. The column is assumed to be unbraced, except at the column ends, and the effective column length is equal to the actual column length. 5. Design properties for normal load duration and dry-use service conditions: Compression parallel to grain (Fc) = 2,300 psi for 4 or more lams, or 1,700 psi for 2 or 3 lams. Modulus of elasticity (E) = 1. x 10 psi Flexural stress when loaded parallel to wide faces of lamination (Fby) = 2,300 psi for 4 or more lams, or 2,100 psi for 3 lams. Flexural stress when loaded perpendicular to wide faces of lamination (Fbx) = 2,100 psi for 2 lams to in. deep without special tension laminations. Volume factor for Fbx is in accordance with 0/ (NDS). Size factor for Fby is (/d) 1/, where d is equal to the lamination width in inches. Effective Column Length (ft) Lamination Net Width = 8-3/4 in. Net Depth = 8-1/4 in. ( lams) Net Depth = -5/8 in. (7 lams) Load Duration Factor Load Duration Factor ,0 4,0 100, ,730 1,800 3,0 10 7,510 84,10 8,580 4, ,10 1,430 8,0 74,100 77,10 8,440 4,10 100,010 5, 3,800,0 77,0 83,0 8,480 51,80 54,0 5,440 7,5 71,50 73,40 44,70 47,030 48,330 58,0 1,0 3,4 38,30 40,50 41,40 51,0 53,440 54,70 34,00 35,400 3,0 44,840 4,10 47,40 2,80 31,00 31,80 3,5 40,40 41,750

35 Connection Details Common types of connectors and connection details are shown. The design values for most fasteners used with the Glulam are the same as those for solid timber and LVL. It must be noted that connections designed for specific applications may vary based on design loads and local code requirements. More information on connections can be found in APA Glulam Connection Details form No. T300H on our website, Your local Glulam dealer can also provide connection detail literature and hardware. Typical Hangers Face Mount Hanger Top Mount Hanger Top Mount Hanger Typical Connections Top Mount Hanger Top Mount Hanger Wood or steel column Hanger Face Mount Hanger Beam to Beam Beam to Column Floor Beam to Joist Strap per code if top plate is not continuous over header Tie strap Trimmers Header to Frame Beam to Frame Do not cut or drill Anthony Glulams without tech note support 33

36 Shear Design Equations for Notched and Tapered Beams Compression side Compression side d d f v = 3V 2bd f v = 3V 2bd (a) Square End Bearing (b) Slope End Bearing 3d maximum 0.4d Max. 3d e or 1/3 of the span, whichever is less e d/3 Min. d e d d e > 0.d d f v = 3V 2bd e When e < d e, f v = 3V d - d 2b d- e d e e (c) Sloped End Cut for Roof Drainage When e > d e, f v = 3V 2bd e (d) Compression-side Notch d Bearing Length (f) Tension-side Notch f v = shear stress (psi) V = shear force at notch location (lb) b = width of beam (in.) d = depth of beam (in.) d e = effective depth as shown (in.) e = length of notch as shown (in.) Source: APA EWS S

37 Guidelines for Drilling Vertical and Horizontal Holes VERTICAL HOLES Whenever possible, avoid drilling vertical holes through glulam beams. As a rule of thumb, vertical holes drilled through the depth of a glulam beam cause a reduction in the capacity at the location directly proportional to the ratio of 1-1/2 times the diameter of the hole to the width of the beam. For example a one inch hole drilled in a -inch-wide beam would reduce the capacity of the beam at that section by approximately (1 x 1-1/2) =25% For this reason, when it is necessary to drill vertical holes through a glulam member, the holes should be positioned in areas of the member that are stressed to less than 50 percent of design in bending. In a simply supported, uniformaly loaded beam, this area would be located from the end of the beam inward approximately 1/8 of the beam span. In all cases, the minimum clear edge distance, as measured from either side of the member to the nearest edge of the vertical hole, should be 2-1/2 times the hole diameter. Use a drill guide to minimize wandering of the bit as it passes through knots or material of varying density, and to insure a true alignment of the hole through the depth of the beam. HORIZONTAL HOLES Like notches, holes in a glulam beam remove wood fiber, thus reducing the net area of the beam at the hole location and introducing stress concentrations. These effects cause a reduction in the capacity of the beam in the area of the penetration. For this reason, horizontal holes in glued laminated timbers are limited in size and location to maintain the structural integrity of the beam. Figure 3 shows the zones of a uniformly loaded, simply supported beam where the field drilling of holes may be considered. These non-critical zones are located in portions of the beam stressed to less than 50 percent of design bending stress and less than 50 percent of design shear stress. For beams of more complex loading or other than simple spans, similar diagrams may be developed. 1 = length of beam d = depth of beam Field-drilled holes shoud be used for access only and should not be used as attachment points for brackets or other load bearing hardware unless specifically designed as such by the engineer or designer. Examples of access holes include those used for the passage wires, electrical conduit, small diameter sprinkler pipes, fiber optic cables, and other small, lightweight materials. These field drilled horozontal holes should meet the following guidelines: 1. Hole size: The hole diameter should not exceed 1-1/2 inches or 1/10 the beam depth, whichever is smallest, with the exception of 1-inch-diameter or smaller holes as noted in Item 2 below. 2. Hole location: The hole should have a minimum clear distance, as measured from the edge of the hole to the nearest of the beam, of 4 hole diameters to the top or bottom face of the beam and 8 hole diameters from the end of the beam. Note that the horizontal hole should not be drilled in the moment-critical zone, as defined in the figure above, unless approved by an engineered or architect qualified in engineered timber design. 35

38 A 1-inch diameter or smaller hole may be cut at the middle half of the beam depth anywhere along the span, except for the area that is within inches of clear distance between the face of the support and the nearest edge of the hole, providing the following conditions are met: a. the beam is at least 7-1/4 inches in depth, b. the beam is subject to uniform loads only, c. the span-to-depth ratio ( /d) is at least 10, d. the hole spacing and maximum number of holes must meet the requirements specified in Items 1 and 2 bellow, and e. the hole must not be cut in cantilevers. If the depth-to-span ratio of the beam is less than 10, the 1-inch diameter of smaller hole may be cut in accordance with the provisions listed above except that the location of the hole must maintain a clear distance between the face of the support and the nearest edge of the hole of at least 1/ of the span. 1. Hole Spacing: The minimum clear spacing between adjacent holes, as measured between the nearest edge of the holes, should be 8 hole diameters based on the largest diameter of any adjacent hole in the beam. 2. Number of holes: The maximum number of holes should not exceed 1 hole per 5 feet of beam length. In other words, the maximum number of holes should not exceed 4 for a -foot-long beam. The hole spacing limitation, as given above, should be satisfied separately. For glulam members that have been oversized, the guidelines give above may be relaxed based on an engineering analysis. Regardless of the hole location, holes drilled horizontally through a member should be positioned and sized with the understanding that the beam will deflect over a period of time under in-service loading conditions. This deflection could cause distress to supported equipement or piping unless property considered. Beam depth, d (in.) 7-1/4 7-1/2 8-1/4-1/4-1/2-5/8 10-1/2-1/4-7/8-3/8 13-1/2-1/8-1/2 17-7/8 1-1/4 1-1/2-5/8-1/ Span when /d =

39 Dimensional Tolerances Glulam Appearance Grades 37

40 Standard Radius or Curvature (feet) Camber is the amount of bend or curvature which can be built into a Glulam to offset anticipated deflection or to compensate for dead load deflection. This is important for longer spans where other non-cambered engineered wood products may sag after loads are applied. Anthony Forest s standard radius is 00. Built-in camber will reduce ponding on flat roofs and eliminate unsightly appearance of deflection under load. Glulam is also offered non-cambered. Camber Before Installation Camber After Installation With Roof and Wall Loads Applied Without camber, a beam or header may sag after loads are applied. Find appropriate size selection table (e.g., Garage Door, Floor Girder, etc.) Double check your work to ensure you are using a table that meets or exceeds your loading conditions. Find Applied Load Conditions (e.g., Live psf, Dead psf) and stress increase (e.g., 1.0 for floor load, 1. for roof snow load, 1.25 for roof construction load). Is Camber Needed? If the header or beam is greater than -0, camber is necessary. Find clear opening or column spacing that meets your conditions. If exact opening is not listed, use the next larger opening or column spacing. Find Glulam size from Anthony Size Selection Tables or Anthony Power Sizing Software. Determine span of rafters or trusses framing into header We encourage you to compare cost with other products, such as LVL and PSL Header Span (3 ) Camber is the amount of bend or curvature which can be built into a Glulam beam to offset anticipated deflection or to compensate for dead load deflection. Example: a 00 Anthony Glulam beam at allows 1/8 camber LENGTH 10 1/8 1/8 1/8 1/4 1/4 1/4 3/8 3/ /2 5/8 5/8 3/4 7/ /8 1 1/4 Radius /8 1 1/2 1 5/8 1 3/4 1 7/ /4 1 3/ /2 2 3/4 38

41 Engineered Timbers offer versatility, economy, strength, and durability Versatility Anthony glued laminated timber has a proven track record of reliability for a variety of structural applications. Exposed beams offer a dramatic design element, yet provide an unusual sense of softness, natural charm, and inviting warmth. At the same time, engineered timber construction provides an exceptionally high level of safety, durability, and cost efficiency. Kiln-dried Anthony Glulam offers a strong, workable long span performance capability unmatched by any other building material. Cost Effective/Energy Efficient Anthony Glulam is surprisingly economical as compared to the higher cost composites or steel. Glulam has a high strength to weight ratio and is sized to fit all system-type framing applications. One piece construction reduces building time and cost, and Glulam can be trimmed to fit on the job site. The energy efficiency of engineered timber can provide additional savings to the property owner. The natural thermal and insulating qualities of laminated wood can be combined with thermally efficient insulation materials to keep heat loss at a minimum. Strong, Durable, Fire Safe, and Stable Throughout history, wood has been a durable building material, assuming proper principles of design, construction, and maintenance are followed. Anthony Glulam provides an even higher degree of proven quality manufacturing. Both the 00F and 3000F Power Beam exhibit property characteristics superior to solid sawn wood. Extra precautions are taken to ensure all laminations are kilndried to a maximum % moisture content. The end product results in a beam member with an exceptional level of dimensional stability, virtually eliminating checking, twisting, warping, and shrinkage. High resilience allows Glulam to absorb shocks that could rupture alternative building materials like concrete or steel. Glulam is also ideal for use in areas subject to high winds or earthquake damage. Glulam also has excellent fire-resistive qualities. The performance of Glulam under fire conditions is markedly superior to most unprotected non-combustible materials. Readily Available Anthony Glulam is readily available through a network of stocking distributors throughout the country. Glulam is offered in specified lengths up to 0 in industrial, architectural, and framing grades. All beams are either bundled or individually wrapped with water-resistant paper. Beams are squared-end trimmed and manufactured with camber or no-camber. Beams are wax sealed for improved protection. Computer Software Anthony Forest offers a Power Sizer software for fast and accurate sizing of most beam applications. Roof Rafters Ridge Beams Ridge Beams Roof Rafters Stair Treaders and Stringers Window Header Garage Door Header Basement Beams Appearance Grade Code: Green - Architectural Red - Industrial 3

42 Power Products Storage, Protection, and Handling Instructions Glued laminated wood materials like Anthony Power Products are a specialized product manufactured to designed strength and appearance standards. As with other building products, however, wood can be affected by the care or lack of care used during storage. Proper handling is important to ensure that glued laminated wood material retains both the structural and appearance standards intended by the designer and built into the product at the plant. Following these simple precautions will help you obtain the kind of installation of which we can both be proud. Unloading If damage or loss in transit exists, do not unload until the delivering carrier has made an inspection. The carrier will not accept a damage claim unless its own inspection report accompanies the claim. Describe damage or loss in writing and file your written claim with the carrier. At the same time notify our sales office. Material sold F.O.B. railcar or truck requires unloading by you. Use sufficient manpower and proper equipment. Tally quantities against the material list. Do not drop or drag laminated materials. Use care in handling to prevent damage to finished surfaces; nylon or plastic slings are desireable. Storage The customer is responsible for protection of this material at all times after arrival. Dimensional changes occur in wood with changes in moisture content. Product Handling & Protection It is the responsibility of the buyer to request the shipper to tarp a truck. Schedule delivery and installation of glue laminated wood members to avoid extended yard or jobsite storage. Keep Power Products as dry as possible during delivery, storage, handling, and erection. If yard storage is necessary, place members on blocking away from ponding water or store under a shed. Proper yard and jobsite protection of Power Products is essential in maintaining dimensional stability. The Power Beam at I-joist compatible depths makes it ever more important to keep dry. All Power Products are manufactured with a moisture content that averages %. As a general rule, for every 4% increase or decrease in MC, the beam will increase or decrease in size by 1%. Anthony Forest Products Company cannot be held responsible for physical changes that may occur as the result of constant exposure to the elements and/or pressure preservative treatment of Power Products. These changes (severe checking, splitting, cupping, and warping) may occur if beams are not properly protected from exposure to the elements. Time of removal of factory wrapping is optional, but it must be emphasized that factory applied wrapping provides additional protection from damage in handling and in-transit only. If beams are wet and still in the wrap, it must be removed. Increases in width and depth will occur if the wrap stays on. If further utilization of the wrap is desired for protection after shipment, the members should be inspected and provided with additional protection as necessary. If it is impractical to replace wrapping, all of it should be removed. Do not leave members partially exposed due to potential sun bleaching. Do not allow moisture to accumulate inside the wrapping. When you must store Power Products at the jobsite, use the same care as with other mill work. Place products on blocks well off the ground; separate products with stripping in a vertically aligned position so air circulates around all four sides of each member; cover top and all sides with moisture-resistant paper, tarps, or black polyethylene. Erection On unbalanced and cambered beams, there is a top and bottom of a beam. The top is always the narrow face where protective paper is folded and stapled. The top face will also have TOP stamped on the beam. Always place the top towards the ceiling. If wrappings are removed temporarily at connections, replace them securely. If wrapping is to be left on after members are erected, it is recommended that the wrapping paper be slit on the bottom or soffit face in several places along the member length to prevent water from being entrapped in the paper. Error or Defect In case of fabrication error or material defects, immediately notify our nearest sales office. Anthony Forest reserves the right to investigate and correct alleged errors and defects. Please call the sales office to notify them of any problems. Finally Following these suggestions will help assure a satisfactory product and will assist us in maintaining our high standard of quality and customer product acceptance. We appreciate the opportunity to furnish Anthony Power Products to your customers. 40

43 Anthony 30F Power Beam, Anthony F Glulam, Power Header, Power Column, Power Preserved Glulam Beams and Columns, Power Joist, Power Log and Power Plank are superior glued laminated products engineered for reliable, lower cost performance in commercial, industrial and residential uses. Anthony Power Products are manufactured under strict quality control procedures. Subject to the terms of our warranty, we guarantee our family of Power Products to be free from defects in design, materials and workmanship and will reimburse you for or replace any Power Product which becomes structurally unfit due to any such defects. We guarantee prompt and courteous customer service. For any questions concerning our limited lifetime warranty, call us at Our family name is on all of our Power Products. We intend to live up to our reputation for quality and service. We appreciate your confidence and your business. Aubra Anthony Jr. President & CEO

44 DISTRIBUTED BY: Power Beam Power Column SYP Lumber Power Joist PRG 30 N. Washington El Dorado, AR Anthony Forest Products Company - August Visit us online!