16B-068 (3) Cs Beam 2015x014 11-3-16
lmaeemagie 2016502 /
Materials Dammer 1555 //_ 11:00am
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Member Data
Description: Member Type:Beam Application'Floor
Top Lateral Bracing:Continuous
Bottom Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:IBCBRC
Live Load: 40 PLF Deflection Criteria: IJ360 live,Li240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 6.6 PLF
Filename:Beam1
Other Loads
Type Bib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 11' 6.00" 5' 0.0W' 35 15 Snow
1.1. 111111111. 1.11 (
i1 6 0
° ° i
11 6 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate(425psi) 8.000" 1.500" 1323# --
2 11' 6.000" Wall SPE Plate(425psi) 8.000" 1.500" 1323# --
Maximum Load Case Reactions
Useafor appleng roomsoe n earwig mans auri �tad,)�d g members
Snow Dead
02 421#
2 902# 421#
Design spans
1n' 37511
Product: Spruce-Pine-Fir#2 2 x 8 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
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 3411'# 45621# 74% 5.75' Total Load D+S
Shear 1168.# 3377.# 34% 0.6 Total Load D+S
Max.Reaction 1323# 15300.# 8% 0' Total Load D+S
LL Deflection 0.2226" 03438" L1555 5.75' Total Lead S
TL Deflection 0.3264" 0.5156" L1379 5.75' Total Load D+S
Control. Positive Moment
DOLS. We-1W% Srcvr115% Real=125% Wind=16O%
Design assumes a repetitive member use increase in bending stress: 15%
This member has been designed in accordance with NDS 2005
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,„pmaea names are taeemam,arneemeapea,.en.nea Doug Hodgins
r k Miles Inc.
cornxi m1016 mammon Sw ngne Companyac ALL RIGHTS RESERVED
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