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16B-001 (18) kx Beam 2016.11.1110 11-27-18 bnBearoE*w 2016.9.113 Mesn"DMabaee 1557 7:57arn lofl Member Data Description: Member Type:Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 30 PSF Deflection Criteria: U360 live, U240 total Dead Load: 10 PSF Deck Connection:Glued&Nailed Filename: 18ft'oistre 2000 —_, 20 0 0 ' Bearings and Reactions � Min Gundty Go"Y Location Type Mataw Length Required Reaction Uplift 1 0' 0.000" Well SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 1.500" 513# -- 2 20' 0.000" Wail SPF#3/Stud 2x or 4x End-Grain i 5.500" 1.500" 513# Maximum Load Case Reactions Wed forapplyinp pant loads(er line loade)to ca irvil meiMew Live Dead 1 3OW288p1f) 128M(9831) 2 1 Design spans 19 2.750" Product: 1-3/4x&1/2 VERSA-LAM 2.0 3100 SP 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes ma)dmum unbmoed length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 24654 7258.# 33% 10' Total Load D+L Shear 471.# 31594 14% 0.4' Total Load D+L Max.Reaction 5134 62561 8°/C 0' Total Load D+L TL Deflection 0.5741" 0.9615" U401 10' Total Load 0.5D+L LL Deflection 0.4921" 0.6410" U468 10' Total Load L Control: LL Deflection DOLS: We=1001% Snow=115% Roof-125% Wind.IBD% Design assumes a repetitive member use increase In ben*g stress: 4% All pnpdea Iwmws w hadeawksol dwirwgeave owners CopyrWN(C)2016 by Sh"m Ownwib Goropmy Ina.ALL FnK S RESERVED. "Padnp isdodfwd es when 6w member.SwideL beam orphdet dawn on wsdewinp nmft pecede drip edleda for Lowrie.L=OM OM and Spares Need on tisd"L Mw be a i6ad or ndiar 4.1N hreeaton ow eatl