18C-136 12 ft Beam CalcCS Beam 4.12.3.5
kmBeamEngine 4.12.5.1
Materials Database 1518
Livingston
Northampton
5-13-15
2:49pm
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2015 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.
Doug Hodgins
rk Miles Inc.
Member Data
Description:Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 9.4 PLF
Filename: Beam1
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 12' 0.00" 13' 0.00" 10 10 Live
1 2
12 0 0
12 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) 3.500" 1.500" 1557# --
2 12' 0.000" Wall SPF Plate (425psi) 3.500" 1.500" 1557# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 752# 806#
2 752# 806#
Design spans
11' 6.750"
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 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.
Design assumes maximum unbraced length of 0.00' along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4502.# 13958.# 32% 6' Total Load D+L
Shear 1344.# 6317.# 21% 0.23' Total Load D+L
Max. Reaction 1557.# 5206.# 29% 0' Total Load D+L
TL Deflection 0.2166" 0.5781" L/640 6' Total Load D+L
LL Deflection 0.1045" 0.3854" L/999+ 6' Total Load L
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%