16A-020 209 Fairway Vil-1KeyBeam® 4.503hkmBeamEngine 4.503p
Materials Database 814
Valley Home Improvement
attn: Nelson
job: Winnie 11ft 2in
12- 1-08
7:20pm
1 of 1
All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description: Member Type: Beam Application: FloorLateral Bracing: Continuous TopStandard Load:Moisture Condition: Dry Building Code: SBCDead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 8.3 PLF
Filename: Valley Home
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End CategoryReplacement Uniform (PSF) 0' 0.00" 11' 2.00" 4' 0.00" 15 40 Live
Additional Uniform (PLF) 0' 0.00" 11' 2.00" 80 0 Live
Additional Uniform (PSF) 0' 0.00" 11' 2.00" 4' 0.00" 10 10 Live
Additional Uniform (PSF) 0' 0.00" 11' 2.00" 4' 0.00" 20 35 Snow
1 2 11 2 0
11 2 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.500" 2960# --
2 11' 3.750" Wall N/A 1.500" 2960# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead Live Snow11518#1131#792#2 1518#1131#792#
Design spans11' 3.750"
Product: 2.0 RigidLam LVL 1-3/4 x 9.5 2 ply Component Member Design has Passed Design Checks.** Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 7491.'# 13100.'# 57% 5.66' Total load D+LShear 2278.# 6318.# 36% 0.01' Total load D+L
TL Deflection 0.3855" 0.5656"L/352 5.66' Total load D+0.75(L+S)LL Deflection 0.1879" 0.3771"L/722 5.66' Total load 0.75(L+S)
Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=133% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives