# LVL Product Guide 2.0E LVL 1.5E LVL

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1 LVL Product Guide 2.0E LVL 1.5E LVL

3 2.0E Anthony LVL Design Properties Allowable Design Properties " Max. Vertical Shear Max. Bending Moment EI Depth (lbs) (ft-lbs) (x 10 6 Weight 100% 115% 125% 100% 115% 125% lbs-in) (plf) 5 1 / / / / / / E LVL Allowable Design Stresses Bending F b = 3100 psi* Horizontal Shear F v = 290 psi Modulus of Elasticity E = 2.0 Compression Perpendicular to Grain F c = 750 psi Compression Parallel to Grain f c = 3,200 psi *Adjust F b value by a factor of (12/d) 0.18 where d = depth. Allowable Design Properties " Max. Vertical Shear Max. Bending Moment EI Depth (lbs) (ft-lbs) (x 10 6 Weight 100% 115% 125% 100% 115% 125% lbs-in) (plf) 5 1 / / / / / / E LVL Floor Beams Width of Building Beam Span Application Table 2.0E Floor Beams / 4 " Width Width of Building 24' 28' 32' 36' 40' Beam Span 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' / / / / / / / / / / * 2-18* / / / / / / * 2-16* 2-18* 2-18* / / / / / * 2-16* 2-18* 2-18* / / / / * 2-16* 2-16* 2-18* 2-18* / / / Notes 1. Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Span is based on the more restrictive of simple of simple continuous beam span. Ratio of short span to long span should be greater than Beam must be centered in building if floor joists are continuous over the top. Beam may be located off-center and width of building may be taken as 80% of the actual width if joists hang from beam and are simple span. 4. Max beam deflection = L/360 LL L/240 TL psf floor LL, 12 psf floor DL. 6. Min. 3" bearing each end, 7 1 / 2" interior bearing length (*indicates 4 1 / 2" end bearing and/or 11 1 / 4" interior bearing length). Anthony LVL Design Manual

4 2.0E Anthony LVL Garage Door Headers These tables provide two selections for supporting roof loads over standard garage-door openings in various conditions. 1-Story Application Table - 2.0E Garage Door Headers / 4 " Width Width of Building Beam Span Width Snow 115% Non-Snow 125% of 25 psf LL + 20 psf DL 30 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 20 psf DL 20 psf LL + 25 psf DL Building 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 20' 24' 28' 32' 36' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / * / / / / / / / / / / / / / / / / / / / / * 2-16* / / / / / / / / / / / / / / / * / * 2-18* / / / / / / / / / / / / / / / * / * 2-18* / * 2-18* / / / * / / / / / / / / Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Maximum beam deflection = L/240 LL, L/180 TL. 5. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. Accounting for a second-story floor and wall, these tables provide two selections for supporting roof loads over standard garage-door openings in various conditions. 2-Story Application Table - 2.0E Garage Door Headers / 4 " Width Support Width of Building Beam Span Width Snow 115% Non-Snow 125% of 25 psf LL + 20 psf DL 30 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 20 psf DL 20 psf LL + 25 psf DL Building 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 20' 24' 28' 32' 36' / * / * 2-18* / * 2-18* / / / * / / / / * 2-18* / * 2-18* / * / * / * 2-18* / * 2-18* / / * 2-18* / * / * 3-18* / * 2-18* / * 2-18* / * 2-18* / / / * 3-18* / * 3-18* / * 3-18* / * 2-18* / * / * 3-18* / / / / / / * 3-18* / * 3-18* / * 3-18* / * / * 3-18* / * 3-18* / * / / / / * - 1. Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Floor beam is located at the centerline of the building; 40 psf floor LL, 12 psf floor DL. 5. Exterior wall weight of 80 plf. 6. Max beam defl = L/360 LL, L/240 TL. 7. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. 4 Anthony LVL Design Manual

5 2.0E Anthony LVL Window & Door Headers These tables provide two selections for supporting roof loads over rough openings in various conditions. 1-Story Application Table - 2.0E Window & Door Headers / 4 " Width Width of Building Beam Span(s) Width Snow 115% Non-Snow 125% of 25 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 25 psf DL Building 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 20' 24' 28' 32' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4 36' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4 1. Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Maximum beam deflection = L/240 LL, L/180 TL. 5. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. Accounting for a second-story floor and wall, these tables provide two selections for supporting roof loads over rough openings in various conditions. Width of Building Beam Span(s) 2-Story Application Table - 2.0E LVL Window & Door Headers / 4 " Width Width Snow 115% Non-Snow 125% of 25 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 25 psf DL Building 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 20' 24' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4 28' 32' 36' / / / / / / / / / * / / / / / / / / / / / / / / / / / / / / / / / / / / / / / * / / / / 4* 2-14* / / / / / / / / / * / / / / / / / / / / / / / / / / / / / / / * / / / 4* / 8* 2-16* / / / / / / / / * / / / / / / / / / / / / / 4 1. Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Floor beam is located at the centerline of the building; 40 psf floor LL, 12 psf floor DL. 5. Exterior wall weight of 80 plf. 6. Max beam defl = L/360 LL, L/240 TL. 7. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. Anthony LVL Design Manual

6 2.0E Anthony LVL Allowable Uniform Loads - Floor 100%, 1 3 / 4 " Allowable Uniform Loads (plf) - 2.0E - Floor 100% / 4 " Width 7 1 / 4" 9 1 / 4" 9 1 / 2" 11 1 / 4" Span (ft) L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/ / 8" 14" 16" 18" Span (ft) L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/ Single 1 3 / 4"members are limited to 14" in depth. For multiple member applications, multiply the allowable uniform load by the corresponding number of plies in the built-up beam. 2. Table displays the maximum uniform load which may be applied to the member in addition to it's own weight. 3. Total load deflection is limited to L/ Assumes the more restrictive of simple or continuous (2 span) condition. 5. Spans are measured from the center to center of bearing. 6. Depths of 16" and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1 3 / 4"with proper lateral bracing spaced at 24" along the length of the beam. (Example: the marriage beam for each half of a manufactured home before units are joined.) 7. Table indicates LVL beams continuously laterally braced at the top edge by subfloor (for joist application) or at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. 8. Table is based on 1 3 / 4" width. Values may be multiplied by 2 for 3 1 / 2" width, 3 for 5 1 / 4", and 4 for 7". 6 Anthony LVL Design Manual

7 2.0E Anthony LVL Allowable Uniform Loads - Floor 100%, 1 3 / 4 " Allowable Uniform Loads (plf) - 2.0E - Floor 100% / 4 " Width 20" 22" 24" Span (ft) L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/240 6' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Single 1 3 / 4"members are limited to 14" in depth. For multiple member applications, multiply the allowable uniform load by the corresponding number of plies in the built-up beam. 2. Table displays the maximum uniform load which may be applied to the member in addition to it's own weight. 3. Total load deflection is limited to L/ Assumes the more restrictive of simple or continuous (2 span) condition. 5. Spans are measured from the center to center of bearing. 6. Depths of 16" and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1 3 / 4" with proper lateral bracing spaced at 24" along the length of the beam. (Example: the marriage beam for each half of a manufactured home before units are joined.) 7. Table indicates LVL beams continuously laterally braced at the top edge by subfloor (for joist application) or at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. 8. Table is based on 1 3 / 4" width. Values may be multiplied by 2 for 3 1 / 2" width, 3 for 5 1 / 4", and 4 for 7". Anthony LVL Design Manual

8 2.0E Anthony LVL Allowable Uniform Loads - Roof 115%, 1 3 / 4 " Allowable Uniform Loads (plf) - 2.0E - Roof / 4 " Width 7 1 /4" 9 1 /4" 9 1 /2" 11 1 /4" Span (ft) Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/ /8" 14" 16" 18" Span (ft) Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/ Single 1 3 / 4" members are limited to 14" in depth. For multiple member applications, multiply the allowable uniform load by the corresponding number of plies in the built-up beam. 2. Table displays the maximum uniform load which may be applied to the member in addition to it's own weight. 3. Assumes the more restrictive of simple or continuous (2 span) condition. 4. Spans are measured from the center to center of bearing. 5. Depths of 16" and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1 3 / 4" with proper lateral bracing spaced at 24" along the length of the beam. (Example: the marriage beam for each half of a manufactured home before units are joined.) 6. Table indicates LVL beams continuously laterally braced at the top edge by subfloor (for joist application) or at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. 7. Table is based on 1 3 / 4" width. Values may be multiplied by 2 for 3 1 / 2" width, 3 for 5 1 / 4", and 4 for 7". 8 Anthony LVL Design Manual

9 2.0E Anthony LVL Allowable Uniform Loads - Roof 115%, 1 3 / 4 " Allowable Uniform Loads (plf) - 2.0E - Roof / 4 " Width 20" 22" 24" Span (ft) Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Live Total Live Total Live Total Live Total Live Total Live Total L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 6' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Single 1 3 / 4" members are limited to 14" in depth. For multiple member applications, multiply the allowable uniform load by the corresponding number of plies in the built-up beam. 2. Table displays the maximum uniform load which may be applied to the member in addition to it's own weight. 3. Assumes the more restrictive of simple or continuous (2 span) condition. 4. Spans are measured from the center to center of bearing. 5. Depths of 16" and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1 3 / 4" with proper lateral bracing spaced at 24" along the length of the beam. (Example: the marriage beam for each half of a manufactured home before units are joined.) 6. Table indicates LVL beams continuously laterally braced at the top edge by subfloor (for joist application) or at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. 7. Table is based on 1 3 / 4" width. Values may be multiplied by 2 for 3 1 / 2" width, 3 for 5 1 / 4", and 4 for 7". Anthony LVL Design Manual

10 1.5E Anthony LVL Design Properties Allowable Design Properties " Max. Vertical Shear Max. Bending Moment EI Depth (lbs) (ft-lbs) (x 10 6 Weight 100% 115% 125% 100% 115% 125% lbs-in) (plf) 5 1 / / / / / / Allowable Design Properties " Max. Vertical Shear Max. Bending Moment EI Depth (lbs) (ft-lbs) (x 10 6 Weight 100% 115% 125% 100% 115% 125% lbs-in) (plf) 5 1 / / / / / / E LVL Allowable Design Stresses Bending F b = 2250 psi* Horizontal Shear F v = 285 psi Modulus of Elasticity E = 1.5 psi Compression Perpendicular to Grain F c = 750 psi Compression Parallel to Grain f c = 2,350 psi *Adjust F b value by a factor of (12/d) 0.18 where d = depth. 1.5E LVL Floor Beams Width of Building Beam Span Application Table 1.5E Floor Beams / 4 " Width Width of Building 24' 28' 32' 36' 40' Beam Span 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' / / / / / / / / / / / / / / / Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Span is based on the more restrictive of simple of simple continuous beam span. Ratio of short span to long span should be greater than Beam must be centered in building if floor joists are continuous over the top. Beam may be located off-center and width of building may be taken as 80% of the actual width if joists hang from beam and are simple span. 4. Max beam deflection = L/360 LL L/240 TL psf floor LL, 12 psf floor DL. 6. Min. 3" bearing each end, 7 1 / 2" interior bearing length (*indicates 4 1 / 2" end bearing and/or 11 1 / 4" interior bearing length). 10 Anthony LVL Design Manual

11 1.5E Anthony LVL Garage Door Headers These tables provide two selections for supporting roof loads over rough openings in various conditions. 1-Story Application Table - 1.5E Garage Door Headers - 1 3/4" Width Width of Building Beam Span Width Snow 115% Non-Snow 125% of 25 psf LL + 20 psf DL 30 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 20 psf DL 20 psf LL + 25 psf DL Building 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 20' 24' 28' 32' 36' / / / / / / / / / / / / / / / / / / / * / / / / / / / / / / / / / / / / * / / / / / / / / / / / / * / / / / / / / / / / / * / / / / * / / / / / Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Maximum beam deflection = L/240 LL, L/180 TL. 5. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. Accounting for a second-story floor and wall, these tables provide two selections for supporting roof loads over rough openings in various conditions. 2-Story Application Table - 1.5E Garage Door Headers - 1 3/4" Width Support Width of Building Beam Span Width Snow 115% Non-Snow 125% of 25 psf LL + 20 psf DL 30 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 20 psf DL 20 psf LL + 25 psf DL Building 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 9' 3" 16' 3" 18' 3" 20' 24' 28' 32' 36' / / * / * / / / / / / * / * / / / * / * / / / / / / / / / * / * / * / / / / / / / / * / * / / * / / / / / / / * / * * / / / * / / / / / / Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Floor beam is located at the centerline of the building; 40 psf floor LL, 12 psf floor DL. 5. Exterior wall weight of 80 plf. 6. Max beam defl = L/360 LL, L/240 TL. 7. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. Anthony LVL Design Manual

12 1.5E Anthony LVL Window & Door Headers These tables provide two selections for supporting roof loads over standard garage-door openings in various conditions. 1-Story Application Table - 1.5E Window & Door Headers - 1 3/4" Width Width of Building Beam Span(s) Width Snow 115% Snow 125% of 25 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 25 psf DL Building 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 20' 24' 28' 32' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4 36' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Maximum beam deflection = L/240 LL, L/180 TL. 5. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. Accounting for a second-story floor and wall, these tables provide two selections for supporting roof loads over standard garage-door openings in various conditions. 2-Story Application Table - 1.5E LVL Window & Door Headers - 1 3/4" Width Width of Building Beam Span(s) Width Snow 115% Snow 125% of 25 psf LL + 20 psf DL 40 psf LL + 20 psf DL 20 psf LL + 15 psf DL 20 psf LL + 25 psf DL Building 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 6' 8' 9' 10' 12' 20' 24' 28' 32' 36' / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / * / / / / / / / / / / / / / / / / / / / / / / / * 2-16* / / / / / / / / * / / / / / / / / / / / / / / / * / / * 2-14* 2-18* / / / / / / / / * / / / / / / / / / / / Table indicates the number of 1 3 / 4" wide LVL plies to be used for the given application. 2. Assumes simple span measured from the inside face of bearing. Assumed bearing length is 3" each end (* indicates 4 1 / 2" end bearing). 3. Roof truss framing with 24" soffits. 4. Maximum beam deflection = L/240 LL, L/180 TL. 5. Table indicates LVL beams laterally braced at the top edge at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. Dropped headers (with cripple studs above) may have reduced capacity due to unbraced length and are beyond the scope of this table. 12 Anthony LVL Design Manual

13 1.5E Anthony LVL Allowable Uniform Loads - Floor 100%, 1 3 / 4 " Allowable Uniform Loads (plf) - 1.5E - Floor 100% / 4 " Width 7 1 / 4" 9 1 / 4" 9 1 / 2" 11 1 / 4" Span (ft) L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/ / 8" 14" 16" 18" Span (ft) L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/ Single 1 3 / 4"members are limited to 14" in depth. For multiple member applications, multiply the allowable uniform load by the corresponding number of plies in the built-up beam. 2. Table displays the maximum uniform load which may be applied to the member in addition to it's own weight. 3. Total load deflection is limited to L/ Assumes the more restrictive of simple or continuous (2 span) condition. 5. Spans are measured from the center to center of bearing. 6. Depths of 16" and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1 3 / 4"with proper lateral bracing spaced at 24" along the length of the beam. (Example: the marriage beam for each half of a manufactured home before units are joined.) 7. Table indicates LVL beams continuously laterally braced at the top edge by subfloor (for joist application) or at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. 8. Table is based on 1 3 / 4" width. Values may be multiplied by 2 for 3 1 / 2" width, 3 for 5 1 / 4", and 4 for 7". Anthony LVL Design Manual

14 1.5E Anthony LVL Allowable Uniform Loads - Floor 100%, 1 3 / 4 " Allowable Uniform Loads (plf) - 1.5E - Floor 100% / 4 " Width 20" 22" 24" Span (ft) L/480 L/360 L/240 L/480 L/360 L/240 L/480 L/360 L/240 6' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Single 1 3 / 4"members are limited to 14" in depth. For multiple member applications, multiply the allowable uniform load by the corresponding number of plies in the built-up beam. 2. Table displays the maximum uniform load which may be applied to the member in addition to it's own weight. 3. Total load deflection is limited to L/ Assumes the more restrictive of simple or continuous (2 span) condition. 5. Spans are measured from the center to center of bearing. 6. Depths of 16" and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1 3 / 4" with proper lateral bracing spaced at 24" along the length of the beam. (Example: the marriage beam for each half of a manufactured home before units are joined.) 7. Table indicates LVL beams continuously laterally braced at the top edge by subfloor (for joist application) or at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. 8. Table is based on 1 3 / 4" width. Values may be multiplied by 2 for 3 1 / 2" width, 3 for 5 1 / 4", and 4 for 7". 14 Anthony LVL Design Manual

15 1.5E Anthony LVL Allowable Uniform Loads - Roof 115%, 1 3 / 4 " Allowable Uniform Loads (plf) - 1.5E - Roof / 4 " Width 7 1 /4" 9 1 /4" 9 1 /2" 11 1 /4" Span (ft) Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/ /8" 14" 16" 18" Span (ft) Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Snow 115% Non-Snow 125% Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/180 L/240 L/ Single 1 3 / 4" members are limited to 14" in depth. For multiple member applications, multiply the allowable uniform load by the corresponding number of plies in the built-up beam. 2. Table displays the maximum uniform load which may be applied to the member in addition to it's own weight. 3. Assumes the more restrictive of simple or continuous (2 span) condition. 4. Spans are measured from the center to center of bearing. 5. Depths of 16" and greater should be used with a minimum of two plies unless designed specifically as a single ply of 1 3 / 4" with proper lateral bracing spaced at 24" along the length of the beam. (Example: the marriage beam for each half of a manufactured home before units are joined.) 6. Table indicates LVL beams continuously laterally braced at the top edge by subfloor (for joist application) or at maximum 24" o.c. by framing fastened directly to the LVL or to single or double top plate nailed to the LVL. 7. Table is based on 1 3 / 4" width. Values may be multiplied by 2 for 3 1 / 2" width, 3 for 5 1 / 4", and 4 for 7". Anthony LVL Design Manual

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