10DickinsonstruturalridgeCS Rear, 2018.9.O.lb 10 Dickinson
6-23-20
km [ieamEngine 2018.9.0.1 Northampton
'tlstcti s Database 1572
1:51 pm
1 of i
Member Data
Description: Member Type: Beam
Top Lateral Bracing: Continuous
Application: Roof
Slope: 0.00112
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition: Dry
Building Code: IBC/IRC
Snow Load: 35 PLF Deflection Criteria: L1240 live, 1-1180 total
Dead Load: 15 PLF Deck Connection: Nailed
Member Weight: 12.0 PLF
Filename: 16 ft header
Other Loads
Type Trib. Other
(Description) Side Begin End Width Start
Replacement Uniform PSF Top 0' 0 00" 16' 0.00" 4' 0.00" 35
Dead
End start End
17
Category
Snow
1600
O
16 ❑ o
Bearings and Reactions
Input Min
Gravity Gravity
Location Type Material Length Required
Reaction Uplift
1 0' 0-000" Wall SPF #3/Stud 2x or 4x End -Grain (650psi) 3.500" 1 500"
2 16' 0.000" Wall SPF #3/Stud 2x or 4x End -Grain 650 si 3.500" 1.500"
1712# -
1712# -
Maximum Load Case Reactions
IJsnd for applying pant loads (or line loads) to carrying members
Snow Dead
1 1089# 626#
2 1089# 623#
Design spans
,5' 6 760°
Product: 1-314x11-71$ 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 6660.'# 24461 27%
Shear 14944 9081 # 16%
Max, Reaction 17121 791 21%
TL Deflection 0,2972" 1.0375" L1628
LL Deflection 0.1892" 0.7781" L1987
8' Total Load D+S
0.23' Total Load D+S
0' Total Load D+S
8' Total Load D+S
8' Total Load S
Control; TL Deflection
DOl Live=100% Srrow=115% Roof=1251% Wind=160%
All product names are trademarks of Liar respective avers
Copyright(C) 2018 by Simpson StrongTie Company Inc. ALL RIGHTS RESERVED.
"Passing is defined as when the member, floor just, boom or girder, shmw w this &aving meets applicable design criteria for Loads. Loading CoNditions. and Spans listed on
thi=n The tlesign must be reviewed by a qualified designer or design prdessionai as required for approval. This design assumes product i� stellation according to"
ificatio}s.
manufacturer's ll