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Roseburg J2 MAIN CO E I`�E(wpm
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CS Beam 2016.415 FEB 0 6 2019
kmBeamEngine 4..13.19.1
Materials Database 1547
CITY OF TIGARD
Member Data BUILDING DIVISION
Description: Member Type: Joist Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: L/480 live, L/240 total
Dead Load: 12 PSF Deck Connection: Glued & Nailed
Filename: Beam1
/ / /
14 5 0 11 7 0
/ 0
2600
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 499# --
2 14' 5.000" Wall DFL Plate(625psi) 3.500" 3.500" 1342# --
3 26' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 397# -4#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 391#(245p1f) 108#(67p1f)
2 1033#(645p1f) 310#(194p1f)
3 323#(202plf) 73#(46p1f)
Design spans
14' 2.375" 11' 4.375"
Product: 9 1/2" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1492.'# 2820.'# 52% 5.9' Odd Spans D+L
Negative Moment 1762.'# 2820.'# 62% 14.42' Total Load D+L
Shear 714.# 1220.# 58% 14.41' Total Load D+L
End Reaction 499.# 1151.# 43% 0' Odd Spans D+L
Int.Reaction 1342.# 1775.# 75% 14.42' Total Load D+L
TL Deflection 0.2501" 0.7099" L/681 6.61' Odd Spans D+L
LL Deflection 0.2039" 0.3549" L/835 6.61' Odd Spans L
Control: Max Int.React.
DO Ls: Live=100% Snow=115% Roof=125% Wind=160%
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SIMPSON All product names are trademarks of their respective owners KAMI L.HENDERSON
• EWP MANAGER
Strong-Tie Copyright by Simpson Strong-he Company Inc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS
"Passing is defined as when the member,floor joist,beam or girder shown on this dmwing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The BEAVERTON,OREGON 97005
design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications.
503-858-9663