36 -244 7D19956SC_G4_1_SFDKeyBeam® 4.600d
kmBeamEngine 4.6026
Materials Database 1418
7D19956SC - G4-1 SFD
KATZ RESIDENCE - LOT 9
SOVEREIGN WAY, NORTHAMPTON, MA
9-16-13
5:12pm
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: G3 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: 4.2 PLF
Filename: G3_10
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 3.75" 64 30 Live
1 2
4 3 12
4 3 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder Steel N/A N/A 198# --
2 4' 3.750" Girder Steel N/A N/A 198# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 129# 69#
2 129# 69#
Design spans
4' 0.250"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 1 ply PASSES DESIGN CHECKS
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 199.'# 6550.'# 3% 2.16' Total Load D+L
Shear 120.# 3159.# 3% 0.16' Total Load D+L
TL Deflection 0.0023" 0.2010" L/999+ 2.16' Total Load D+L
LL Deflection 0.0015" 0.1340" L/999+ 2.16' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.