1811 Ellie Ct - Beam LoadsVILLINUME
-- ""gisige f
KeyBeam014.5071
tanBeamEagine 4.509s
Materials Database 1311
Member Data
Description:
Standard Load:
Dead Load: 15 PLF
Live Load: 40 PLF
Other Loads
Type
(Description)
Replacement Uniform (PLF)
Replacement Uniform (PLF)
Point (LBS)
Location
1 0' 0.000"
2 3' 8.500"
1
2
Design spans
3' 8.500"
Side
Top
Top
Top
Begin
0' 0.00"
0' 0.00"
1' 6.00"
Member Type: Beam
Top Lateral Bracing: Cortinuous
Bottom Lateral Bracing: (See Below)
Moisture Condition: Dry
Deflection Criteria: L/480 live, L/360 total
Deck Connection: Nailed
Filename: Hx -New
Trib.
End Width
4' 3.00"
4' 3.00"
Building Code: IBC 1 IRC
1.000" max. LL
Member Weight: 7.5 PLF
Dead
Start
159
100
136
Application: Floor
Other
End Start
423
0
364
Bearings and Reactions
Type
Wall
WaH
Maximum Load Case Reactions
Used for applying point Wads (orline loads) to aiming motets
Dead
581# 1016#
543# 916#
Allowable Stress Design
Material
Steel
Steel
4 3 0
4 3 0
Input
Length
2.750"
5.500"
fi f'in
Required
1.500"
1.500"
Capacity
18%
23%
Positive Moment
Shear
Max. Reaction
TL Deflection
LL Deflection
Control: Shear
DOLs: Live =l00% Snow'" 115% Roof= 125% Wind =180%
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
Actual
1543.'#
1281.#
1597.#
0.0258"
0.0165"
Allowable
8312.'#
5486.#
12272.#
0.1236'
0.0927'
13%
L/999+
L/999+
Gravity
Reaction
1597#
14601t
Location
1.67'
0.01'
0'
1.85'
1.85
Gravity
Uplift
M eroded names are trademarks of their respedive asnere
Copyright (C)l987 2011 by Myna* Entemises, LLC. ALL RIGHTS RESERVED.
u ed a sucs.uc meetsa treble dedgr atteda for Loads, Leman Conditions, and Spans listed on this
"passing is definedas% henthememlxK; goorioisl ,beamorgirdecshorn+onWsdrawin9 applicable
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Loading
Total load D+L
Total load D+L
Total bad D+L
Total load D+L
Total load L
8 =: 1
7:12am
1 of 1
End Category
Live
Live
Live
Product: 1-3/4 x 6-1/2 MAX LAM LVL 2.0E 3 ply
Component Member Design has Passed Design Checks."'
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
1
Christopher Tennessen
Villaume Industries
8/8/2011
VILL
KeyBeam® 4.507f
lanBeamEftgate 4.509s
Materials Database 1311
Member Data
Description:
Standard Load:
Dead Load: 15 PLF
Live Load: 40 PLF
Other Loads
Dee mob, Dead
(Description) Be Side 0' 9' 9.00" 159
End Width Start
Replacement Uniform (PLF) Top 0' 0 00" 9' 9.00" 100
Replacement Uniform (PLF) Top
Bearings and Reactions
Input Nan Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel 2.750" 1.500" 3215#
2 9' 2.500" Wall Steel 5.500" 1.500" 3215#
Maximum Load Case Reactions
Used for applying point loads (or tine toads) to caw,4ng members
Dead Live
1287# 1948#
1287# 1948#
2
O
Design spans
9' 2.500"
Product: 1-3/4 x 11 -7/8 MAX LAM LVL 2.0E 3 ply
Component Member Design has Passed Design Checks.""
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual
7400.'#
2524.#
3215.#
0.0771"
0.0467"
Member Type: Beam
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
Moisture Condition: Dry
Deflection Criteria: L1480 live, L/360 total
Deck Connection: Nailed
Filename: Hy -New
9 9 0
9 9 0
Allowable , Capacity
33220.'# 22%
11845.# 21%
12272.# 26%
0.3069" 1/999+
0.2302" U999+
Positive Moment
Shear
Max. Reaction
TL Deflection
LL Deflection
Control: Max. Reaction
DOLs: Live = 100% Snow =115% Roof =125% Wind =180%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturers installation guide MUST be consulted for multi -ply connection details and alternatives
Application: Floor
Building Code: IBC / IRC
1.000" max. LL
Member Weight: 16.2 PLF
Location
4.6'
8.29'
0'
4.6'
4.6'
Other
End Start
423
0
All product names are irademads of their respective owners
y rn rcarwsf s arc Co t (C) 4987.2011 by Keyttmdc Enteaiises,, 1.1.0. ALL RIGHTS RESERVED.
**Passing Is defined as%ben the member, fioorjdit, beam or girder shown on this draoing 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
speafimtions.
Loading
Total load D+L
Total load D+L
Total load D+L
Total Toad D+L
Total load L
Christopher Tennessen
Villaume Industries
8- 8 -11
7:12am
1 of 1
End Category
Live
Live