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KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1268
Valley Home Improvement
job: Suna
Beam 1
6-22-11
3:46pm
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.
John O'Leary 7D Wholesale
Member Data
Description:Member Type: Beam Application: FloorTop Lateral Bracing: ContinuousBottom Lateral Bracing: NoneStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 6.3 PLF
Filename: KYB1
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End Category
Replacement Uniform (PSF) 0' 0.00" 8' 6.00" 2' 0.00" 15 40 Live
Additional Uniform (PLF) 0' 0.00" 8' 6.00" 80 0 Live
Additional Uniform (PSF) 0' 0.00" 8' 6.00" 2' 0.00" 10 20 Live
1 2 8 6 0
8 6 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.500" 1108# --
2 8' 7.750" Wall N/A 1.500" 1108# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead Live1589#519#2 589#519#
Design spans8' 7.750"
Product: 2.0 RigidLam LVL 1-3/4 x 7-1/4 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. Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 2395.'# 7892.'# 30% 4.32' Total load D+L
Shear 953.# 4821.# 19% 0.01' Total load D+LTL Deflection 0.1450" 0.4323"L/715 4.32' Total load D+LLL Deflection 0.0679" 0.2882"L/999+ 4.32' Total load L
Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1268
Valley Home Improvement
job: Suna
Beam 2
6-22-11
4:02pm
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.
John O'Leary 7D Wholesale
Member Data
Description:Member Type: Beam Application: FloorTop Lateral Bracing: ContinuousBottom Lateral Bracing: NoneStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 10.4 PLF
Filename: KYB2
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End Category
Replacement Uniform (PSF) 0' 0.00" 11' 6.00" 14' 0.00" 15 30 Live
Additional Uniform (PLF) 0' 0.00" 11' 6.00" 60 0 Live
Additional Uniform (PSF) 0' 0.00" 11' 6.00" 14' 0.00" 10 20 Live
1 2 11 6 0
11 6 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 2.485" 6524# --
2 11' 7.750" Wall N/A 2.485" 6524# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead Live12448#4076#2 2448#4076#
Design spans11' 7.750"
Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 2 ply Component Member Design has Passed Design Checks.** Minimum 2.49" bearing required at bearing # 1
Minimum 2.49" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 18994.'# 19905.'# 95% 5.82' Total load D+L
Shear 5415.# 7897.# 68% 11.06' Total load D+LTL Deflection 0.4747" 0.5823"L/294 5.82' Total load D+LLL Deflection 0.2966" 0.3882"L/471 5.82' Total load L
Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1268
Valley Home Improvement
job: Suna
Beam 3
6-22-11
4:05pm
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.
John O'Leary 7D Wholesale
Member Data
Description:Member Type: Beam Application: FloorTop Lateral Bracing: ContinuousBottom Lateral Bracing: NoneStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 12.5 PLF
Filename: KYB3
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End Category
Replacement Uniform (PSF) 0' 0.00" 10' 0.00" 8' 0.00" 15 30 Live
Additional Uniform (PLF) 0' 0.00" 10' 0.00" 80 0 Live
Additional Uniform (PSF) 0' 0.00" 10' 0.00" 8' 0.00" 10 20 Live
Additional Uniform (PSF) 0' 0.00" 10' 0.00" 14' 0.00" 15 40 Snow
Additional Uniform (PSF) 0' 0.00" 10' 0.00" 2' 6.00" 10 10 LiveAdditional Uniform (PSF) 0' 0.00" 10' 0.00" 2' 6.00" 15 40 Snow
1 2
10 0 0
10 0 0
Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift1 0' 0.000" Wall N/A 1.776" 6994# -- 2 10' 1.750" Wall N/A 1.776" 6994# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead Live Snow12866#2156#3348#2 2866#2156#3348#
Design spans
10' 1.750"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 3 ply Component Member Design has Passed Design Checks.** Minimum 1.78" bearing required at bearing # 1 Minimum 1.78" bearing required at bearing # 2
Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 17741.'# 23501.'# 75% 5.07' Total load D+0.75(L+S)Shear 5903.# 10898.# 54% 0.01' Total load D+0.75(L+S)
TL Deflection 0.4382" 0.5073"L/277 5.07' Total load D+0.75(L+S)LL Deflection 0.2586" 0.3382"L/470 5.07' Total load 0.75(L+S)
Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives