36 -244 7D19956SC_J1_16_SFDKeyBeam® 4.600d
kmBeamEngine 4.6026
Materials Database 1418
7D19956SC - J1-16 SFD
KATZ RESIDENCE - LOT 9
SOVEREIGN WAY, NORTHAMPTON, MA
9-11-13
4:21pm
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2013 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.
Stephen Carr
Seven D Wholesale
145 Dividend Road
Rocky Hill, CT 06067
(860) 278-7750
Member Data
Description: A9 Member Type: Joist Application: Floor
Comments: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: 15 PSF Deck Connection: Glued & Nailed
Filename: A9_10
Other Loads
Type
(Description) Side Begin End
Other
Start End
Dead
Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 17' 4.63" 30 15 Live
Point (PLF) Top 17' 0.00" 0 381 Live
Point (PLF) Top 17' 0.00" 600 0 Snow
1 2
17 4 10
17 4 10
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder Steel 5.250" N/A 497# --
2 17' 4.625" Wall Steel 5.500" 1.750" 1522# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 331#(248plf) 0#(0plf) 166#(124plf)
2 331#(248plf) 800#(600plf) 674#(505plf)
Design spans
16' 6.750"
Product: 9 1/2" RFPI-40S 16.0" O.C.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.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2057.'# 2735.'# 75% 8.72' Total Load D+L
Shear 497.# 1120.# 44% 0' Total Load D+L
End Reaction 497.# 1120.# 44% 17.39' Total Load D+L
TL Deflection 0.4633" 0.8281" L/429 8.72' Total Load D+L
LL Deflection 0.3088" 0.4141" L/643 8.72' Total Load L
Control: Pos. Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table
Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.