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HUTITG S3 DESIGN BUILD-ASHBURY 1-6-15
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1 CS Beam 4.11.10.7
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Materials Database 1494. NO SJAIU D I�ll�)�
Member Data Q2� ' 11 d ,���
Description: Member Type: Joist Application: Floor
Top Lateral Bracing: Continuous giOE 0 C &Iv
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Building Code: IBC/I
Live Load: 40 PSF Deflection Criteria: L/600 live, L/360 total U3A1,303b
Dead Load: 15 PSF Deck Connection: Glued &Nailed
Filename: Beam1
Joist Design Includes CCMC Vibration Check
Subfloor.23/32"OSB
Ceiling: 1/2"gypsum Blocking:(See Requirements Below)
/ 16 0 0
9 1600 �/
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 2.000" 1.500" 580# --
2 16' 0.000" Wall DFL Plate(625psi) 2.000" 1.500" 580# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to canyi ng members
Live Dead
1 422#(3160) 158#(119p1f)
• 2 422#(316p1f) 158#(119plf)
Design spans
15' 9.750"
t Product: 11 7/8" LPI-18 16.0" O.C. PASSES DESIGN CHECKS
Blocking:(None)
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2292.'# 3100.'# 73% 8' Total Load D+L
Shear 580.# 1225.# 47% 0' Total Load D+L
End Reaction 580.# 930.# 62% 0' Total Load D+L
TL Deflection 0.3760" 0.5271" L/504 8' Total Load D+L
LL Deflection 0.2734" 0.3162" L/693 8' Total Load L
Vibration 0.0307" 0.0413" 74%
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
1/1 All product names are trademarks of their respective owners Huttig Building Products-APH
This calc conforms to ORS2005,
Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. NDS2001 and 20050RSC
' "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 bya qualified designer or design professional as required for approval.This design assumes product installation
according to the manufacturers specifications.