Loading...
HomeMy WebLinkAboutBeam calcs - 09/29/2000 on W eeu �� BEAM GOING OVER TOP OF DINETTE � TJ -Peam" v5 45 Serial Number: 7000011752 BEAMUSA 1111 9/29/00 7:52:41 AM 3 Pcs of 1.75" x 14" 1.9E Microllam® LVL Page 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 13' 6" A Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 6' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 435 247 0 to 13' 6" Adds to ROOF LOAD FROM ABOVE Uniform(plf) Snow(1.15) 30 17 0 to 13' 6" Adds to ROOF LOAD FROM SHED ROOF Uniform(plf) Floor(1.00) 80 24 0 to 13' 6" Adds to WALL LOAD SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 5364 / 2599 / 7963 Detail A3 1.25" LSL Rim 2 2x4 Stud Wall 3.50" 3.482" Right Face 5233 / 2535 / 7769 Detail A3 1.25" LSL Rim - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7574 6069 16060 Passed(38 %) Lt. end Span 1 under Snow Roof loading Moment(ft -Ib) 24617 24617 41846 Passed(59 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.248 0.433 Passed(U628) MID Span 1 under Snow Roof loading Total Defl.(in) 0.369 0.650 Passed(U423) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 Copyright ® 2000 by Trus Joist, A Weyerhaeuser Business. TJ -Pro" and TJ- Beam'" are trademarks of Trus Joist. Microllam® is a registered trademark of Trus Joist. g ilf4AW Supplemental Report for TJ -Beam v5.45 Serial Number: 7000011752 3 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 9/29/00 7:52:41 AM Page 1 0f 1 Member Information: BEAM GOING OVER TOP OF DINETTE Project Information: Operator Information: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 13'- 0.00" ^ Max. Vertical Reaction Total(lb) 7963 7769 Live(lb) 5364 5233 Required Bearing Length(in) 3.57(W) 3.48(W) Max. Unbraced Length(in) 32 Snow Roof loading on all members, LDF = 1.15 Shear(lb) 7574 -7574 Reaction(lb) 7963 7769 Moment(ft -lb) 24617 Live Defl.(in) 0.248 Total Defl.(in) 0.369 Floor loading on all members, LDF = 1.00 Shear(lb) 4552 -4552 Reaction(lb) 4785 4669 Moment(ft-lb) 14794 Live Defl.(in) 0.101 Total Defl.(in) 0.222 Dead load, LDF - 0.90 Shear(lb) 2472 -2472 Reaction(lb) 2599 2535 Moment(ft -lb) 8034 Copyright O 2000 by Trus Joist, A Weyerhaeuser Business. Microllam® is a registered trademark of Trus Joist. TJ -Pro' and TJ -BeamTM are trademarks of Trus Joist. • O pt, eiVie4� BASEMENT BEAM — J- BeamT" v5.45 Serlal Number: 7000011752 3 PCs of 1.75" x 9.5" 1.9E Microllam® LVL Bf'AMUSA 1111 4/26/00 7:41:55 AM rage 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED --------- .__.__ -- — —_— Overall Dimension = 29' 4" i. 3 e I b — 10' -- — - -9' 4" - - e 10' 4 LOADS: Product Diagram is Conceptual. Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 12' 6" Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 500 150 0 to 29' 4" Adds to SUPPORTS: INPUT BEARING REACTIONS(ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Pocket, Conc. /Block 8" Left Face 4794 / 1361 / 61 . Detail A3 1.25" LSL Rim 2 Column 3.50" .691" Centered 11290 / 324 14532 vetail 83 3 Column 3.50" 3.691" Centered 11290 / 324 / 14532 retail B3 4 Pocket, Conc. /Block 8" i " Right Face 4794 / 1361 / 6155 Detail A3 1.25" LSL Rim - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, 83. - Bearing length requirement exceeds input at support(s) 2, 3. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 7599 6367 9476 Passed(67 %) Rt. end Span 1 under Floor ADJACENT span loading Moment(ft -lb) 13105 13105 17662 Passed(74 %) Rt. end Span 1 under Floor ADJACENT span loading Live Defl.(in) 0.214 0.315 Passed(U531) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.261 0.473 Passed(U434) MID Span 1 under Floor ALTERNATE span loading - Deflection Criteria: STANDARO(LL: 1J360, TLU240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include alternate and adjacent member skip loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE NOFFKE LUMBER INC. 120 ROLLING GREEN CIRCLE BEN STELLMACHER 1601 BOWEN ST., OSHKOSH, WI 54901 (920)235 -3080 (920)235 -3061 Copyright ;� 2000 by Trus Joist, A Weyerhaeuser Business. T,f ProT"" and JJ.BpmTM are trademarks of Trus Joist. Microliarrtirs^ is a registered trademark of Trus Joist HEADER ABOVE GARAGE SERVICE DOOR TJ- Beam' v5 45 ' '* Serial Number: 7000011752 2 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE - PINE -FIR #2 BEAMUSA 1111 9/29/00 8:26:47 AM Page 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE.SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED d--3' 2 " Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR - RES. Application. Tributary Load Width: 6' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 921 464 2' 6" Adds to POINT LOAD FROM 4 PLY 2 X 10 Uniform(plf) Snow(1.15) 240 136 0 to 3' 2" Adds to ROOF LOAD FROM ABOVE Uniform(plf) Floor(1.00) 80 24 0 to 3' 2" Adds to WALL LOAD SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 1009 / 438 / 1448 Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 1685 / 778 / 2463 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2197 467 1489 Passed(31%) Lt. end Span 1 under Snow Roof loading Mdment(ft-lb) 875 875 3944 Passed(22 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.003 0.063 Passed(U999 +) MID Span 1 under Snow Roof loading Total Defl.(in) 0.004 0.125 Passed(U999 +) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 43' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 Copyright ©2000 by Trus Joist, A Weyerhaeuser Business. TJ -ProTM and TJ -BeamTM are trademarks of Trus Joist. C .r.veVolit Supplemental Report for TJ -Beam v5.45 sen airlu 7000011752 2 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE -PINE -FIR #2 BEAMUSA 1111 9/29/00 8:26:47 AM Page 1 of 1 Member Information: HEADER ABOVE GARAGE SERVICE DOOR Project Information: Operator Information: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 2'- 6.00" Max. Vertical Reaction Total(lb) 1448 2463 Live(lb) 1009 1685 Required Bearing Length(in) 1.50(W) 1.93(W) Max. Unbraced Length(in) 517 Snow Roof loading on all members, LDF = 1.15 Shear(lb) 1182 -2197 Reaction(1b) 1448 2463 Moment(ft -lb) 875 Live Defl.(in) 0.003 Total Defl.(in) 0.004 Floor loading on all members, LDF = 1.00 Shear(lb) 882 -1897 Reaction(lb) 1068 2083 Moment(ft -lh) 697 Live Defl.(in) 0.002 Total Defl.(in) 0.003 Dead load, LDF = 0.90 Shear(lb) 359 -699 Reaction(lb) 438 778 Moment(ft -lb) 271 Copyright O 2000 by Trus Joist, A Weyerhaeuser Business. TJ -Pro" and TJ -BeamTM are trademarks of Trus Joist. C 40kt BEAM FROM 1/2 WALL TO 4 PLY 2X10 BEAM TJ- Beam"" v5.45 1 Serial ber:7 11752 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 9/29/00 8:11:13 AM Page 1 of 2 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE ,SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n= ;n b -3 6"— Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 6' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 240 136 0 to 3' 6" Adds to ROOF LOAD FROM TRUSSES ABOVE Uniform(plf) Floor(1.00) 80 24 0 to 3' 6" Adds to WALL LOAD Uniform(plf) Snow(1.15) 30 17 0 to 3' 6" Adds to SHED ROOF LOAD SUPPORTS: INPUT BEARING REACTIONS(ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" ' f` 2.25" Left Face 996 / 443 / 1439 Detail A3 1.25" LSL Rim 2 Parallam® PSL, PPCB 3.50" Hanger Right Face 1069 / 476 / 1545 Detail H1 - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, H1. HANGERS: Simpson Strong -Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Face IUT414 No No N/A N/A 14 -N10 N/A 2 -N10 - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1297 302 10706 Passed(3 %) Rt. end Span 1 under Snow Roof loading Moment(ft-Ib) 986 986 27897 Passed(4 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.002 0.101 Passed(U999 +) MID Span 1 under Snow Roof loading Total Defl.(in) 0.004 0.152 Passed(U999 +) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 r, Copyright 0 2000 by Trus Joist, A Weyerhaeuser Business. TJ- Pro"' and TJ- Beam^" are trademarks of Trus Joist. Microllam® and Parallam® are registered trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. BEAM FROM 1/2 WALL TO 4 PLY 2X10 BEAM T 4CI J- Beam.' � Serial Number: 7000011752 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 9/29/00 8:11:13 AM Page 2 of 2 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE,SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software titer. This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE • OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 Copyright 0 2000 by Trus Joist, A Weyerhaeuser Business. TJ -Pro^' and TJ -BeamTM are trademarks of Trus Joist. Micf011arn® and Parallam® are registered trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tle Company, Inc. 4 fr.-Mit/it Supplemental Report for bout. TJ -Beam v5.45 Serial Number: 7000011752 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 9129/00 8:11:13 AM Page 1 of 1 Member Information: BEAM FROM 1/2 WALL TO 4 PLY 2X10 BEAM Project Information: Operator Information: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 ^ 3'- 0.50" Max. Vertical Reaction Total(1b) 1439 1545 Live(lb) 996 1069 Required Bearing Length(in) 1.50(W) 1.50(F) Max. Unbrac"d Length(in) 32 Snow Roof loading on all members, LDF = 1.15 Shear(lb) 1297 -1297 Reaction(lb) 1439 1545 Moment(ft -lh) 986 Live Defl.(in) 0.002 Total Defl.(in) 0.004 Floor loading on all members, LDF = 1.00 Shear(lb) 886 -886 Reaction(lb) 983 1056 Moment(ft -lh) 674 Live Defl.(in) 0.001 Total Defl.(in) 0.002 Dead load, LDF = 0.90 Shear(lb) 399 -399 Reaction(lb) 443 476 Moment)ft -lb) 304 Copyright O 2000 by Trus Joist, A Weyerhaeuser Business. Microllam® and Parallam® are registered trademarks of Trus Joist. TJ -Pro'" and TJ- Beam"' are trademarks of Trus Joist. Simpson Strang -Tie Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. • ITAVOift BEAM OVER FAMILY ROOM CARRYING POINT LOAD TJ -Beam" v5.45 Serial Number: 7000011752 3 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE- PINE -FIR #2 BEAMUSA 1111 9/29/00 8:20:25 AM Page 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 121 11 • 13' 6" Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4" Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1069 476 2' 2.5" Adds to POINT LOAD FROM 14" MICRO Uniform(plf) Snow(1.15) 60 34 0 to 13' 6" Adds to ROOF LOAD FROM ABOVE SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 1678 / 801 / 2479 Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 921 / 464 / 1385 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2421 2267 2234 Passed(102 %) Lt. end Span 1 under Snow Roof loading Moment(ft -Ib) 5133 5133 6804 Passed(75 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.250 0.428 Passed(U615) MID Span 1 under Snow Roof loading Total Defl.(in) 0.374 0.642 Passed(U412) MID Span 1 under Snow Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 Copyright ® 2000 by Trus Joist, A Weyerhaeuser Business. TJ- Pro'"' and TJ- Beam"• are trademarks of Trus Joist. Supplemental Report for TJ -Beam v5.45 Serial Number: 7000011752 3 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE- PINE -FIR #2 BEAMUSA 1111 9/29/00 8:20:25 AM Page 1 of 1 Member Information: BEAM OVER FAMILY ROOM CARRYING POINT LOAD Project Information: Operator Information: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 „41. ^ 12'- 10.00" ^ Max. VerticA Reaction Total(lb) 2479 1385 Live(lb) 1678 921 Required Bearing Length(in) 1.50(W) 1.50(W) Max. Unbraced Length(in) 132 Snow Roof loading on all members, LDF = 1.15 Shear(lb) 2421 -1328 Reaction(lb) 2479 1385 Moment(ft -lh) 5133 Live Defl.(in) 0.250 Total Defl.(in) 0.374 Floor loading on all members, LDF = 1.00 Shear(lb) 2036 -943 Reaction(lb) 2074 980 Moment(ft -lb) 3977 Live Defl.(in) 0.163 Total Defl.(in) 0.286 Dead load, LDF = 0.90 Shear(lb) 781 - 444 Reaction(lb) 801 464 Moment(ft-1h) 1690 Copyright O 2000 by Trus Joist, A Weyerhaeuser Business. TJ -Pro" and TJ -Beam" are trademarks of Trus Joist. 04,4 7►- BEAM GOING OVER TOP OF DINETTE Lkoinrse TJ -BeamTM v5 45 Serial Number: 7000011752 BEAMUSA 1111 9/29/00 7:51:46 AM 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL Page 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED e — 13' 6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 6' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 435 247 0 to 13' 6" Adds to ROOF LOAD FROM ABOVE Uniform(plf) Snow(1.15) 30 17 0 to 13' 6" Adds to ROOF LOAD FROM SHED ROOF Uniform(plf) Fioor(1.00) 80 24 0 to 13' 6" Adds to WALL LOAD SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.322" Left Face 5364 / 2552 / 7917 Detail A3 1.25" LSL Rim 2 2x4 Stud Wall 3.50" 5.192" Right Face 5233 / 2490 / 7724 Detail A3 1.25" LSL Rim - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. - Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7530 6034 10706 Passed(56 %) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 24474 24474 27897 Passed(88 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.373 0.433 Passed(U419) MID Span 1 under Snow Roof loading Total Defl.(in) 0.550 0.650 Passed(U284) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920) 2353061 Copyright O 2000 by Trus Joist, A Weyerhaeuser Business. TJ -Pro" and TJ -Beam'' are trademarks of Trus Joist. Microllam® is a registered trademark of Trus Joist. 41) "l eht Supplemental Report for tWinivtlate Bain. TJ -Beam v5.45 Serial Number: 7000011752 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 9/29/00 7:51:46 AM Page 1 of 1 Member Information: BEAM GOING OVER TOP OF DINETTE Project Information: Operator Information: SHOWCASE CUSTOM NOFFKE LUMBER INC 120 ROLLING GREEN CIRCLE RUSS HINTZE OSHKOSH, WI 1601 BOWEN STREET , RUSS HINTZE OSHKOSH, WISCONSIN 54901 (920) 235 -3080 (920) 2353061 ^ 13'- 0.00" Max. Vertical Reaction Total(lb 77 sS Live(1 5364 523 Required Bearing Length(in) .32(W) 5.19( Max. Unbraced Length(in) Snow Roof loading on all members, .15 Shear(lb) 7530 -7530 Reaction(lb) 7917 7724 Moment(ft -lh) 24474 Live Defl.(in) 0.373 Total Defl.(in) 0.550 Floor loading on all members, LDF = 1.00 Shear(lb) 4508 -4508 Reaction(lb) 4739 4624 Moment(ft -lh) 14651 Live Defl.(in) 0.152 Total Defl.(in) 0.329 Dead load, LDF = 0.90 Shear(lb) 2428 -2428 Reaction(lb) 2552 2490 Moment(ft -lh) 7891 Copyright O 2000 by Trus Joist, A Weyerhaeuser Business. Microllam® is a registered trademark of Trus Joist. TJ -Pro'" and TJ -Beam'" are trademarks of Trus Joist. C] o� N 0 32 10 -8 9- yotA Y FroU,' Lea et r• __— s -ro ,-�) v-,- c.�a l /' 28-10-0 19-2-0 S� _ j 12- 0-0 V— L,,,/