36 -244 7D19956SC_G6_2_SFDKeyBeam® 4.600d
kmBeamEngine 4.6026
Materials Database 1418
7D19956SC - G6-2 SFD
KATZ RESIDENCE - LOT9
SOVEREIGN WAY, NORTHAMPTON, MA
9-11-13
4:25pm
1 of 1
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: G12 Member Type: Girder Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
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: 21.0 PLF
Filename: G12_10
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 6' 5.50" 550 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 6' 5.50" 154 417 Live
Replacement Uniform (PLF) Top 6' 5.50" 10' 7.50" 79 380 Live
Replacement Uniform (PLF) Top 6' 5.50" 10' 7.50" 550 0 Snow
Replacement Uniform (PLF) Top 10' 7.50" 17' 0.00" 550 0 Snow
Replacement Uniform (PLF) Top 10' 7.50" 17' 0.00" 154 417 Live
Replacement Uniform (PLF) Top 17' 0.00" 24' 0.00" 550 0 Snow
Replacement Uniform (PLF) Top 17' 0.00" 24' 0.00" 192 437 Live
Point (LBS) Top 6' 5.50" 146 188 Live
Point (LBS) Top 10' 7.50" 146 188 Live
1 2
24 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" 4.435" 11642# --
2 24' 0.000" Wall Steel 5.500" 4.445" 11667# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1809# 6388# 5254#
2 1993# 6388# 5279#
Design spans
23' 2.750"
Product: 2.0 RigidLam LVL 1-3/4 x 24 2 ply PASSES DESIGN CHECKS
Connect members with 4 rows of 16d common nails at 12.0" oc
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 67782.'# 85630.'# 79% 12' Total Load D+S
Shear 9665.# 18354.# 52% 0.4' Total Load D+S
Max. Reaction 11667.# 14438.# 80% 24' Total Load D+S
TL Deflection 0.8162" 1.1615" L/341 12' Total Load D+S
LL Deflection 0.4468" 0.7743" L/623 12' Total Load S
Control: Max. Reaction
DOLs: Live=100% Snow=115% Roof=125% Wind=160%