36 -244 7D19956SC_B1_2_SFDKeyBeam® 4.600d
kmBeamEngine 4.6026
Materials Database 1418
7D19956SC - B1-2 SFD
KATZ RESIDENCE - LOT 9
SOVEREIGN WAY, NORTHAMPTON, MA
9-11-13
4:28pm
1 of 2
All product names are trademarks of their respective owners
Copyright (C) 2013 by Simpson Strong-Tie Company Inc. 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.
Stephen Carr
Seven D Wholesale
145 Dividend Road
Rocky Hill, CT 06067
(860) 278-7750
Member Data
Description: B6 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.3 PLF
Filename: B6_10
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 2' 0.00" 270 120 Snow
Replacement Uniform (PLF) Top 2' 0.00" 11' 0.00" 270 120 Snow
Replacement Uniform (PLF) Top 11' 0.00" 13' 0.00" 270 120 Snow
Replacement Uniform (PLF) Top 13' 0.00" 22' 0.00" 270 120 Snow
Replacement Uniform (PLF) Top 22' 0.00" 24' 0.00" 270 120 Snow
1 2 3 4 5 6
2 0 0 9 0 0 2 0 0 9 0 0 2 0 0
24 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel 5.500" 1.500" -- -1471#
2 2' 0.000" Wall Steel 3.000" 1.500" 3753# --
3 11' 0.000" Wall Steel 3.000" 1.500" 3051# --
4 13' 0.000" Wall Steel 3.000" 1.500" 3051# --
5 22' 0.000" Wall Steel 3.000" 1.500" 3753# --
6 24' 0.000" Wall Steel 5.500" 1.500" -- -1471#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Snow Dead
1 -1066# -404#
2 2548# 1205#
3 2361# 690#
4 2361# 690#
5 2548# 1205#
6 -1066# -404#
Design spans
1' 7.375" 9' 0.000" 2' 0.000" 9' 0.000" 1' 7.375"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Review gravity uplift reaction force of 1471lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 1471lbs at bearing 6 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1720.'# 15065.'# 11% 17.5' Even Spans D+S
Negative Moment 2559.'# 15065.'# 16% 2' Adjacent 1 D+S
Negative Unbrcd 2559.'# 15065.'# 16% 2' Adjacent 1 D+S
Shear 1591.# 7265.# 21% 1.27' Adjacent 1 D+S
Max. Reaction 3753.# 8859.# 42% 2' Adjacent 1 D+S
TL Deflection 0.0367" 0.4500" L/999+ 6.5' Even Spans D+S
LL Deflection 0.0250" 0.3000" L/999+ 6.5' Even Spans S
Control: Max. Reaction
DOLs: Live=100% Snow=115% Roof=125% Wind=160%