Specifications sr
0. 1J
J3 MAIN / S/_ 7 c-c `/ 1 / 7'7 10-13-15
Roseburg `�7 " / 6 11:02am
A Forest Products Connpam 1 of 1
CS Beam 4.21.0.1
1ctnBeamEngine 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, U240 total
Dead Load: 12 PSF Deck Connection:Glued&Nailed
Filename: Beam1
19 7 0
m
19 7 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" 821# —
2 19' 7.000" Wall DFL Plate(625psi) N/A 1.750" 821# —
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 631#(395p1f) 189#(118plf)
2 631#(395p1f) 189#(118plf)
Design spans
19' 8.750"
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 4048.'# 7280.'# 55% 9.79' Total Load D+L
Shear 821.# 2840.# 28% 0' Total Load D+L
TL Deflection 0.4605" 0.9865" U514 9.79' Total Load D+L
LL Deflection 0.3542" 0.4932" L/668 9.79' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON Mpoductnamesamtademaksoftheir espectiveownes KAMI L HENDERSON
EWP MANAGER
copy ght(c>2o7s by s meson st ang re company lnc.nLL RICI ns lzeseRveo. PACIFIC LUMBER&TRUSS
"Passing is defined as when the rtrember,floor joist,beam or giNer,shown on this dravirg meets appliraWe design cdteda for Loatls,Loading COMdior¢,antl Spans listed on this�.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 spedfications. 503-858-9663
•
0 Roseburg J4 BASEMENT 10-13 15
11:01am
A Forest Pmducts Company 1 of 1
CS Beam 4.21.0.1
lanBeamEngine 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: U480 live, L/240 total
Dead Load: 12 PSF Deck Connection:Glued&Nailed
Filename: Beam1
10 6 0 10 0 0
2060
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" 302# —
2 10' 6.000" Wall DFL Plate(625psi) 3.500" 3.500" 870# —
3 20' 6.000" Wall DFL Plate(625psi) 3.500" 1.750" 287# —
Maximum Load Case Reactions
Used for applying peed bads(or rine loads)to carrying meters
Live Dead
1 239#(179plf) 63#(47plf)
2 669145020lf) 201#(151p1f)
3 229#(172p1f) 58#(43plf)
Design spans
10' 3.375" 9' 9.375"
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 654.'# 2820.'# 23% 4.33' Odd Spans D+L
Negative Moment 874.'# 2820.'# 30% 10.5' Total Load D+L
Shear 441.# 1220.# 36% 10.49' Total Load D+L
End Reaction 302.# 1151.# 26% 0' Odd Spans D+L
Int.Reaction 870.# 1775.# 49% 10.5' Total Load D+L
TL Deflection 0.0643" 0.5141" U999+ 4.85' Odd Spans D+L
LL Deflection 0.0540" 0.2570" U999+ 4.85' Odd Spans L
Control: Max Int React.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON AtpmductRum"are trademarhsofthew nespectiveowners KAMI L HENDERSON
EWP MANAGER
Stiongl`Ie' copydgtt(c)2015bysimpsonstmgreconoaml�uLRlclnsr�serty®. PACIFIC LUMBER&TRUSS
"Passing rs defined as when the member,fioorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading condhons,and Spans listed on this sheet.The design BEAVERTON,OREGON
must be reviewed M a qualRed designer or design professional as required for approval This design assumes product installation according to the manufacturer s specifications. 503-858-9663