Specifications (20) `‘\:\S-1-243\CA- (Ni_l .g 1 tit.- 134 SW `(yitsett 1 -, .
J1 MAIN 10-12-15
Roseburg 12:58pm
1 i crest Products Companq N O V 1 1 of 1
*CS Beam 4.21.0.1 9 2018
kmBeamEngine CITY O F i I bAR D
Materials Databaseabase 115344
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
T T
/
18 3 0
18 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) N/A 1.750" 765# --
2 18' 3.000" Wall DFL Plate(625psi) N/A 1.750" 765# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 589#(368p1f) 177#(110p10
2 589#(368p1f) 177#(110p1f)
Design spans
18' 4.750"
Product: DBL 11 7/8" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS
Minimum 1.75"bearing required at bearing#1
Minimum 1.75"bearing required at bearing#2
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 3519.'# 7280.'# 48% 9.12' Total Load D+L
Shear 765.# 2840.# 26% 0' Total Load D+L
TL Deflection 0.3517" 0.9198" L/627 9.12' Total Load D+L
LL Deflection 0.2705" 0.4599" L/816 9.12' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks of their respective owners KAMI L HENDERSON
�Qyy��,,,,,,��,�,,_ EWP MANAGER
Stoug. Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS
"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 BEAVERTON,OREGON
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. 503-858-9663
J3 BASEMENT 10-12-15
NRoseburg 12:57pm
A Forest Products Company 1 of 1
' CS Beam 4.21.0.1
kmBeamEngine 4.13.8.1
Materials Database 1534
Member Data
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
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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" 221# --
2 7' 3.000" Wall DFL Plate(625psi) 3.500" 3.500" 665# --
3 16' 8.000" Wall DFL Plate(625psi) 3.500" 3.500" 769# --
4 26' 3.000" Wall DFL Plate(625psi) 3.500" 1.750" 279# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 179#(134plf) 42#(31plf)
2 524#(393p1f) 141#(105p1f)
3 597#(448plf) 172#(129plf)
4 220#(165p1f) 59#(44p1f)
Design spans
7' 0.375" 9' 5.000" 9' 4.375"
Product: 9 1/2" RFPI-20 16.0" 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 560.'# 2820.'# 19% 21.82' Odd Spans D+L
Negative Moment 693.'# 2820.'# 24% 16.67' Adjacent 2 D+L
Shear 399.# 1220.# 32% 16.67' Adjacent 2 D+L
End Reaction 279.# 1151.# 24% 26.25' Odd Spans D+L
Int.Reaction 769.# 1775.# 43% 16.67' Adjacent 2 D+L
TL Deflection 0.0480" 0.4682" L/999+ 21.82' Odd Spans D+L
LL Deflection 0.0398" 0.2341" L/999+ 21.82' Odd Spans L
Control: Max Int.React.
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks of their respec ive owners KAM I L HE NDERSON
ce ri h<c zots b sire EWP MANAGER
pyg ( ) y pson Strong-Tie Company lnc.ALL RIGHTS RESERVED. PACIFIC LUMBER&TRUSS
"Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design BEAVERTON,OREGON
must be reviewed by a qualifed designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. 503-858-9663