LVL SPECS CSIts020111.1.0.# 9 Ceecnway Rd 7-13-20
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Member Dab
Description: Member Type:Beam Application:Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing:None
Standard Load: Moisture Condition:Dry Building Code:IBC/IRC
Lire Load 40 PLF Deflection Criteria: L/360 live,L/240 total 1.000"max.LL
Dead Load. 10 PLF Deck Connection:Naiad Member Weight: 8.3 PLF
Filename:Beam1
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Addibonai Uniform(PSF) Top 0' 0.00" 10' 6.00" 11' 6.00" 30 10 Live
Additional Uniform(PLF) Top 0' 0.00" 10' 6.00" 0 65 Live
Addita-i Uniform. PSF T.. 0' 0.00" 10' 6.00" 11' 6.00" 10 10 Live
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10 6 0
m
10 6 0
Bearings and Reactions
Input Min Gravity Gravity
' Location Type Material Length Required Reaction Uplift
0.000" Wall LV1JPSL(DF/SP)End-Grain(1000psi) WA 1.649" 4329# -
_ '0' 6.000" Wall LVIJPSL(DF/SP)End-Grain(1000psi) N/A 1.649" 4329# -
Maximurn Load Case Reactions
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Uve Dead
26E;e 1668#
-, 26E1k '668a
Design spans
10 ?ry"
•
Product 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply PASSES DESIGN CHECKS
Connect members met 2 rows of 16d common nails at 12.0"oc
Mrrlirnm 1.65"bearing rewired at bearing#1
Minimum 1.65"bearing rq.ared at bearing#2
*s.gr:assures continuous lateral tracing along the top chord.
Desegrc assures no lateral tracing along the bottom chord.
Allowable Stress Design
Actual Nlawable Capacity Location Loadrxg
F•Jati.efks•Imr 11522.'# 14003.'# 82% 5.25' Total Load D+L
Sneer 3685.# 6428.# 57% -0.06' Total Load D+L
TL.Oeftedxs 0.4700" 0.5323" U271 5.25' Total Load D+L
LL OeAedlo 1 0.2889" 0.3549" L/442 5.25' Total Load L
(Axed TLr>•.rleiv
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