36 -244 7D19956SC_G1_1_FFDKeyBeam® 4.600d
kmBeamEngine 4.6026
Materials Database 1418
7D19956SC - G1-1 FFD
KATZ RESIDENCE - LOT 9
SOVEREIGN WAY, NORTHAMPTON, MA
9-16-13
5:16pm
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: G5 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: G5_05
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 0' 10.63" 27 10 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 10.63" 27 10 Live
Replacement Uniform (PLF) Top 0' 10.63" 14' 10.63" 27 10 Live
Replacement Uniform (PLF) Top 1' 10.63" 13' 4.63" 9 3 Live
Replacement Uniform (PLF) Top 13' 4.63" 17' 4.63" 27 10 Live
Replacement Uniform (PLF) Top 14' 10.63" 17' 4.63" 27 10 Live
Point (LBS) Top 0' 4.38" 4847 2702 Live
Point (LBS) Top 1' 10.63" -1166 -389 Live
Point (LBS) Top 13' 4.63" 147 81 Live
Point (LBS) Top 17' 0.00" 0 162 Live
Point (LBS) Top 17' 0.00" 45 145 Live
Point (LBS) Top 17' 0.00" 694 0 Snow
Point (LBS) Top 17' 0.00" 263 561 Live
Point (LBS) Top 17' 0.00" 666 412 Snow
1 2
17 4 10
17 4 10
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel 5.250" 1.500" 8085# --
2 17' 4.625" Wall Steel 5.500" 1.500" 3114# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 3788# 0# 2384#
2 777# 1360# 1511#
Design spans
16' 7.625"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 1 ply PASSES DESIGN CHECKS
NOTE: Pass-thru framing is required at point loads over bearings.
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 2370.'# 6550.'# 36% 9.51' Total Load D+L
Negative Moment 2099.'# 6550.'# 32% 1.89' Total Load D+L
Shear 1383.# 3159.# 43% 1.88' Total Load D+L
Max. Reaction 700.# 7219.# 9% 17.39' Total Load D+L
TL Deflection 0.4797" 0.8318" L/416 8.68' Total Load D+L
LL Deflection 0.3202" 0.5545" L/623 8.68' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table