10D-019 CS Beam in loft area CalcCS Structure™ 2.14.50 [Build 4]
kmBeamEngine 4.13.4.1
Materials Database 1530
JazabEd167MainStLeeds101515 -10-23-15
1:54pm
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All product names are trademarks of their respective owners
Copyright (C) 2015 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 according to the manufacturer`s specifications.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG3 Member Type: Girder Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 0 63 Live
Replacement Uniform (PLF) Top 4' 0.00" 12' 3.00" 125 63 Live
Replacement Uniform (PLF) Top 12' 3.00" 19' 0.88" 52 26 Live
Point (LBS) Top 0' 4.63" 5 821 Live
Point (LBS) Top 0' 4.63" 1639 0 Snow
Point (LBS) Top 12' 2.25" 103 167 Live
1 2
19 0 14
19 0 14
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 3333# --
2 19' 0.875" Wall SPF Plate (425psi) N/A 1.500" 1426# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 702# 1639# 1577#
2 778# 0# 647#
Design spans
18' 5.625"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
NOTE: Pass-thru framing is required at point loads over bearings.
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 8036.# 33189.# 24% 9.62' Total Load D+L
Shear 1375.# 11845.# 11% 0.4' Total Load D+L
TL Deflection 0.3286" 0.9234" L/674 9.62' Total Load D+L
LL Deflection 0.1808" 0.6156" L/999+ 9.62' 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 %
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table