12-012 (4) CS Beam 2018.9.0.16 2_
kmBeamEngine 2018.9.0.1 WllltelZlegleC 1� 16-t9
km
Material,Database .9. 20 Country Way — 4:03pm
Florence Ma. 1 of I
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: U360 live. U240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.1 PLF
Filename: 13ft 11 inBea
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 15'11.50" 12' 2.00" 30 10 Live
Additional Uniform(PLF) Top 0' 0.00" 15'11.50" 0 56 Livc
Additional Uniform(PSF) Top 0' 0.00" 15'11.50" 12' 2.00" 0 10 Live
Q 15 11 8
15„ s
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall LVUPSL(DF/SP) End-Grain(1000psi) N/A 1.500" 5495#
2 15'11.500" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.610" 5495#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 2939# 2556#
2 2939# 2556#
Design spans
16' 1.250°
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
NOTE: Nails must be applied from both sides
Minimum 1.50"bearing required at bearing#1
Minimum 1.61"bearing required at bearing#2
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 221234 33189.'# 66% 7.98' Total Load D+L
Shear 4820.# 11845.# 40% 15.23' Total Load D+L
TL Deflection 0.7048" 0.8052" 0274 7.98' Total Load D+L
LL Deflection 0.3770" 0.5368" 0512 7.98' Total Load L
Control: TL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160°/
Design assumes a repetitive member use increase in bending stress: 4%
All product names are trademarks of their respective owners
Copyright(C)2018 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 accordion to the manufacturersspecifications.