24C-159 22 Beam 2 - 2p714CS Beam 4.11.25.1
kmBeamEngine 4.11.25.1
Materials Database 1512
VHI / Hyman
22 Arlington St
Northampton, MA
12-22-14
11:42am
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.
John P. O'Leary
Seven D Wholesale
Rocky Hill, CT
Member Data
Description: Beam 2 Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 6.3 PLF
Filename: Beam2
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 5' 0.00" 0 80 Live
Point (LBS) Top 2' 8.00" 3203 1478 Live
Point (LBS) Top 2' 8.00" 162 0 Snow
concentrated load(s) from Beam 1 at locatioin 32"
1 2
5 0 0
5 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 2411# --
2 5' 0.000" Wall Steel N/A 1.500" 2714# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1498# 76# 913#
2 1705# 86# 1009#
Design spans
5' 1.750"
Product: 2.0 RigidLam LVL 1-3/4 x 7-1/4 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2
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 6281.# 8436.# 74% 2.67' Total Load D+L
Shear 2662.# 4906.# 54% 4.56' Total Load D+L
TL Deflection 0.1088" 0.2573" L/567 2.5' Total Load D+L
LL Deflection 0.0702" 0.1715" L/879 2.5' Total Load L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%