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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
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Bearings and Reactions
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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
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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%
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