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Home My WebLink AboutSolid Start InformationClient: Date: 8/2/2017 Page 1 of 6 ' S 0 L I O STA RT°Project: Designer. Address: Job Name: J34331 DESIGN SOFTWARE Project #- LVL3 LP-LVL 290OFb-2.OE 1.750" X 14.000" 2-Ply - PASSED Level: Level 1 2 3 4 \5 �_:..---µme - _ --,.d. �.� - _ _._ - -- • -�- = -- � ... r� _'_— _ _ •----� � �-- • - _ s=" '__�-___ � -- - 1 2 Hanger (MGU3.63-SDS) 11'4 1116" H3 1/2"' 11'41/16" Member Information Reactions lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 2273 0 -2619 (-2619) 2082 Moisture Condition: Dry Building Code: IBC 2012 2 0 3837 0 3172 2624 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp — 100°F Bearings Bearing Input In Cap. React D/L Total Ld. Case, Ld. Comb. Length Analysis lb 1- 4.000" 3.000" 98% 2273 / 2082 4355 L D+C (208) Analysis Results 2 - 4.5oD^ 2.SOD" 98% 3837 ! 2624 64s1 L D+C Analysis Actual Location Allowed Capacity Comb. Case Hanger Neg Moment -573 ft-lb 4'10 34' 43246 ft-lb 0.013 (1%) 0.6D+0.6W L Pos Moment 15580 ft-lb 5'11 7/8" 33786 ft-lb 0.461 (46%) D+C L Shear 47251b 911013/19' 11638lb 0.406(41%) D+C L LL Defl inch 0.106 (U1224) 5'7 1/2" 0.271 (U480) 0.390 (39%) C L TL Defl inch 0.238 (U547) 69 3/16" 0.543 (U240) 0."0 (44%) D+C L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.132", Long Tenn = 0.197" 3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specked loads. 5 Fill all hanger nailing holes. 6 Girders are designed to be supported on the bottom edge only. 7 Top toads must be supported equally by all plies. 8 Tie -down connection required at bearing 1 for uplift 208 lb (Combination 0.6D+0.6W, Load Case Q. 9 Top must be laterally braced at a maximum of 6'3 3/8" o.c. 10 Bottom unbraced. 11 Lateral slenderness ratio based on single ply width. Manufacturer Into Notes This component arulysis is based on the loads, geometry and other conditions as ordered by the user Louisiana-Pacific Corp 414 Union Street, Suite 2000 and fisted in tills report The user is respons@le to Nashville, TN 37219 ensure the accuracy of the Input and the applicability to the actual conditions of the structure for which this (888) 820-0325 component is intended. This analysis is valid orgy for the www locoro.co product fisted APA: PR-1-280, ICC-ES: ESR-2403, copyright 2016 All rights reserved by Louislana Pacific Corp. 414 Union St Sate 2000. Nashville, TN 37219 This design is valid until LADBS: RR-25783, Florida: FL15228 12/d1/2017 LP SolidStart Design Version 1.0 (Build 16.7.095) Powered by iStruct' Client: 'F Date: 8/2/2017 Page 2 of 6 'S 0 L I O STA RT' 'ct. Designer. Address: W Job Name: J34331 DESIGN SOFTWARE Project #: LVL3 LP-LVL 290OFb-2.OE 1.750" X 14.000" 2-Ply - PASSED Level: Level 1 2 3 4 n5 1 r2„ „y( J 1 2 Hanger (MGU3.63-SDS) H3 11'4 1/16" 1/2" 11'4 1/16" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Point 0-5-1 Top 331lb 0lb 0lb 459lb 398lb Bearing Length 0-3-0 2 Point 2-5-1 Top 235lb 0lb 0lb -325lb 283lb Bearing Length D-3-0 3 Point 4-5-1 Top 235lb Olb 0lb -325lb 283lb Bearing Length 0-3-0 4 Point 4-10-12 Top 1089lb 0lb 0lb-1906lb 1307lb Bearing Length 0-3-0 5 Part. Uniform 5-10.12 to 11-4-1 Top 746 PLF 0 PLF 0 PLF -510 PLF 448 PLF Self Weight 14 PLF Manufacturer Info Notes This component analysis is eased on the loads, Louisiana-Pacific Corp geometry and ether condhons as entered by the user 414 Union Street, Suite 2D00 and listed in this report The user is responslue to Nashville, TN 3721g ensure the accuracy of the Input and the applicability to the actual conditions of the structure for which the (888) 820-0325 component is intended. This enaysis is valid only for the www.lproro.corl'1 product fisted APA: PR-1-280, [CC -ES: ESR-2403, Copyright 2016 P3 rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville. TN 37219 This design is valid until LADBS: RR-25783, Florida: FL15228 12/31/2017 LP SolidStart Design Version 1.0 (Build 16.7.095) Powered by iStruct" Client: Date: 8/2/2017 Page 3 of 6 `SOLIDSTART° Pro Designer Project: Desi r. � ' ' g Address: Job Name: J34331 DESIGN soFrwARI: Project #: LVL3 LP-LVL 290OFb-2.OE 1.750" X 14.000" 2-Ply - PASSED Level: Level Z! 1.2e 1 2 Hanger (MGU3.63-SDS) 114 1/16" H3 1/2" 11'4 1116" Multi -Ply Analysis Fasten all plies using 3 rows of 10d Box nails (1280") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Manufacturer Info Notes This component analysis Is based on the loads, Louisiana-Pacific Corp geometry and other condtions as entered by the user 414 Union Street, Suite 2000 and listed in this report The user is responsible to Nashville, TN 37219 ensure the accuraw of the Input and the appiicabiLly to for the actual "at" of the structure for WWch this (888) 820-0325 component is Intended. TNs enalysls is only far the www.locom.com product rated APA: PR-1_280, ICC-ES: ESR-2403, Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St suite 2000. Nashville, TN 37219 This design is valid until LADES: RR-25783, Florida: FL15228 12/31/2017 LP SolidStart Design Version 1.0 (Build 16.7.095) Powered by i5truct" Client: Date: 8/2/2017 Page 4 of i °Pro ect: i SOLIOSTART Designer 9 Address: Job Name: J34331 DESIGN SOMBRE Project #: LVL4 LP-LVL 290OFb-2.OE 1.750" X 14.000" 3-Ply - PASSED Level: Level 1 2 4 5 �� '�"" -•k^ �• fir.-- .--`-.�-a y.:�+__ ,�.3_ �6,."rn _-_ - _ 1v1" r_^ ---20 25'3 1/2" 25'31/2" Member Information Reactions lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 0 2072 0 -2593 (-2593) 2169 Moisture Condition: Dry Building Code: IBC 2012 2 0 2072 0 -2593 (-2593) 2169 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp — 100°F Bearings Bearing Input In Cap. React D/L Total Ld. Case Ld. Comb. Length Analysis lb 1 - 9.250" 2.000" 95% 2072 / 2169 4241 L D+C (-313) Analysis Results 2 - 9.250^ 2.000^ 95°ie 2072/2169 4241 L D+c Analysis Actual Location Allowed Capacity Comb. Case (313) Neg Moment -1218 ft-lb 127 3/4" 67464 ft-lb 0.018 (2%) 0.6D+0.6W L Pos Moment 22691 ft-lb 127 3/4" 52706 ft-lb 0.431 (43%) D+C L Shear 3580Ib 1110 1/4" 17456 lb 0.205 (21%) D+C L LL Defl inch 0.513 (U559) 127 13/16" 0.598 (U480) 0.860 (86%) C L TL Defl inch 1.008 (U285) 127 13/16" 1.196 (U240) 0.840 (84%) D+C L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.495", Long Term = 0.742" 3 Fasten all plies using 3 rows of 10d Box nails (.128)a") at 12" o.c. Nail from both sides. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specked loads. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Tie -down connection required at bearing 1 for uplift 313 lb (Combination 0.6D+0.6W, Load Case L). 8 Tie -down connection required at bearing 2 for uplift 313 lb (Combination 0.6D+0.6W, Load Case Q. 9 Top must be laterally braced at a maximum of 6'9" o.c. 10 Bottom unbraced. 11 Lateral slenderness ratio based on single ply width. Manufacturer Info Notes This component analysis is based on the loads, Louisiana-Pacific Corp geometry and other wndtions as ordered by the user 414 Union Street, Suite 2000 end listed in this report The user is responsible m Nashville, TN 37219 ensure the accuracy of the Input and the applicability to the aqua, can'".. of the structure far v W h this (686) 820-0325 component is intended. This analysis Is valid only for the www loCorp.co product listed. APA: PR4280, ICC-ES: ESR-2403, Copyright 2016 Al rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 This design is valid ungl LADES: RR-25783, Florida: FL15228 12/312017 LP SolidStart Design Version LO (Build 16.7.095) Powered by i5trudTM Client: �SOLIOSTART° Date: 8/2/2017 Page s ors Project: Designer: Address: Job Name: JM31 DESIGN SOFTWARE Project #: LVL4 LP-LVL 290OFb-2.OE 1.750" X 14.000" 3-Ply - PASSED Level: Level 1 2 4 5 n3y. �► Mewr i .� .:...--1!' __ = .. rir.-..w2"1,.. a,�,�,n,�--,_•..�.T _+'*..r.__—ti_ _ `. gi - ..� jV2" 1 /2" 51/4r' 263 25r31/2" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Point 0-10-5 Top 331lb 0lb 0lb -489lb 398lb Bearing Length 0.3-0 2 Point 2-5-8 Top 231lb 0lb 0lb -432lb 277lb Bearing Length 03-0 3 Part. Uniform 3S8 to 21-10-0 Top 135 PLF 0 PLF 0 PLF -182 PLF 163 PLF 4 Point 22-10-0 Top 231lb 0lb 0lb -432lb 277lb Bearing Length 0-3-0 5 Point 24-5-3 Top 331lb 0lb 0lb -489lb 398lb Bearing Length 03-0 Self Weight 21 PLF Manufacturer Info Notes Louisiana-Pacific Carp This component analysis Is based on the loads, geometry and other wndtiors es ordered by the user 414 Union Street, Suite 2000 and listed In this report The user is responside to ensure the accuracy or the input and the applicability to Nashville, TN 37219 the actual conditions or the structure for wNch this (888) 820-0325 component is intended This analysis Is valid only for the www.lnroro.com product fisted APA: PR-L280, [CC -ES: ESR-2403, Copyright 2016 Nl rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000. Nashville, TN 37219 This design is valid until LADBS: RR-25783, Florida: FL15228 12/31/2017 LP SolidStart Design Version 1.0 (Build 16.7.095) Powered by iStructl Client: Date: 8/2/2017 Page 6 of 6 i �. act: S O L I O STA RT°proj Designer: { Address: Job Name: J34331 FT DESIGN SOWARE Project #: LVL4 LP-LVL 290OFb-2.OE 1.750" X 14.000" 3-Ply - PASSED Level: Level CV Il 1 2 263 1 /T H5 1 X, 25'31/2" Multi -Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Manufacturer Info Notes Louisiana-Pacific Corp This component analysis is based an the loads, geometry and other conditions as entered by the user 414 Union Street, Suits 2000 and fisted in this report The user Is responsible to ensure the accuracy of the input and the applicability to Nashville, TN 37219 the actual wndigons of the structure for which this (888) 820-0325 component is intended. This analysis Is valid only for the www.IOCoro.gont product fisted. APA: PR-L280, ICC-ES: ESR-2403, copoght 2016 al rights reserved by Louisiana Padgc Corp. 414 Union St Side 2000, Nashville, TN 37219 This design is valid until LADBS: RR-25783, Florida: FL15228 12/31/2017 LP SolidStart Design Version 1.0 (Build 16.7.095) Powered by iStruct"