Report PL15-204 'c`C�S�a.01S-�W `3 6 12-1
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A Forest Products Company 1 of 1
CS Beam 4.13.0.3
kmBeamEngine 4.13.1.1
Materials Database 1519
Member Data
Description: MAIN FLOOR Member Type:Joist Application: Floor -1 T'r'
Top Lateral Bracing:Continuous RITil� '''
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 'I , 2 9 2015
Filename: Beam2
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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) 3.000" 1.750" 518# --
2 8' 5.500" Wall DFL Plate(625psi) 3.500" 3.500" 1473# --
3 18' 5.500" Wall DFL Plate(625psi) 3.500" 3.500" 1696# --
4 29' 1.500" Wall DFL Plate(625psi) 1.750" 1.750" 632# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 415#(156p1f) 103#(39p1f)
2 1164#(436p1f) 310#(116p1f)
3 1320#(495p1f) 376#(141p11)
4 497#(187p1f) 135#(51p1f)
Design spans
8' 3.375" 10' 0.000" 10' 7.125"
Product: 9 1/2" RFPI-20 32.0" 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 1438.# 2820.# 51% 24.28' Odd Spans D+L
Negative Moment 1695.# 2820.# 60% 18.46' Adjacent 2 D+L
Shear 894.# 1220.# 73% 18.46' Adjacent 2 D+L
End Reaction 632.# 910.# 69% 29.12' Odd Spans D+L
Int.Reaction 1696.# 1775.# 95% 18.46' Adjacent 2 D+L
TL Deflection 0.1436" 0.5297" L/885 24.28' Odd Spans D+L
LL Deflection 0.1178" 0.2648" L/999+ 24.28' Odd Spans L
Control: Max Int.React.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are tradema ks o their respec ioe owns s Eric Duncan
Pacific Lumber&Truss Co.
•r�.!`tPO1lgTle Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 10515 SW Allen Blvd.
"Passing is defined es 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 Beaverton OR 97005
iesign 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)793-8368
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RoseburgPL15-204 6-12-15
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CS Beam 4.13.0.3
kmBeamEngine 4.13.1.1
Materials Database 1519
Member Data
Description: Member Type:Joist Application: Floor
WORST CASE MULTI SPAN 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
Other Loads
Type Other Dead
(Description) Side Begin End Start End Start End Category
Point(PLF) Top 28' 0.00" 255 0 Wind
Point(PLF) Top 28' 0.00" 0 100 Live
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9 ,598 0 ,620
31 11 8
Bearings and Reactions
Input Min Gravity Gravity Wind Wind
Location Type Material Length Required Reaction Uplift Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 532# -- 99# --
2 15' 9.500" Wall DFL Plate(625psi) 5.500" 3.500" 1696# -- 583# --
3 31'11.500" Wall DFL Plate(625psi) 1.750" 1.750" 679# -- 515# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Wind Dead
1 433#(270p10 -24#(-14p11) 99#(62p1f)
2 1260#(788p1f) 147#(92p1f) 436#(272p10
3 449#(28100 286#(1790) 230#(143p10
Design spans
15' 4.875" 16' 1.125"
Product: 14" RFPI-40 19.2" 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 2237.# 5785.# 38% 25.45' Even Spans D+L
Negative Moment 2733.# 5785.# 47% 15.79' Total Load D+L
Shear 878.# 1770.# 49% 15.79' Total Load D+L
End Reaction 679.# 1200.# 56% 31.96' Even Spans D+L
Int.Reaction 1696.# 2755.# 61% 15.79' Total Load D+L
TL Deflection 0.1664" 0.8047" L/999+ 24.64' Even Spans D+L
LL Deflection 0.1213" 0.4023" L/999+ 24.64' Even Spans L
Control: Max Int.React.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are tradema ks o their respec ive owns s Eric Duncan
Pacific Lumber&Truss Co.
S Ix on geneCopyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 10515 SW Allen Blvd.
"Passing is defined as when the member,floorjolst,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The Beaverton OR 97005
fesign 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. (5503)793_8368
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