Report (46) l
h MST2019-00204 � 14232 SW GOLD COAST
MST2019-00205 114228 SW GOLD COAST i 1-25-16
N Roseburg 1 MST2019-00206 114224 SW GOLD COAST " " 2:28pm
AForest ProductsCompany MST2019-00207 114220 SW GOLD COAST FEB (n� 1Q 1 of 1
CS Beam 2015.7.0.1 J V 2U^J
kmBeamEngine 4.13.10.1 MST2019-00208 14218 SW GOLD COAST
Materials Database 1543 _...... ----- --- __--..
Member Data
Description: litVy Member Type: Joist Application: Floor
001,0 COL- 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 0' 0.00" 0 100 Live
Point(PLF) Top 0' 0.00" 50 34 Roof
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/ / / /
/ 2 0 0 10 6 0 ® 14 3 0
la) 2690
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 2' 0.000" Wall DFL Plate(625psi) 3.500" 3.500" 678# -
2 12' 6.000" Wall DFL Plate(625psi) 3.500" 3.500" 1030# -
3 26' 9.000" Wall DFL Plate(625psi) 3.500" 1.750" 418# -
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Roof Dead
1 369#(277p1f) 82#(62plf) 309#(232p1f)
2 832#(624plf) -16#(-12plf) 199#(149p1f)
3 322#(242plf) 2#(2p1f) 95#(72p1f)
Design spans
2' 0.000"(left cant) 10' 6.000" 14' 0.375"
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 1255.'# 2820.'# 44% 20.22' Odd Spans D+L
Negative Moment 1302.'# 2820.'# 46% 12.5' Adjacent 2 D+L
Shear 579.# 1220.# 47% 12.5' Adjacent 2 D+L
Cant.Shear,Lt 317.# 1220.# 25% 1.99' Total Load D+L
End Reaction 418.# 1151.# 36% 26.75' Odd Spans D+L
Int.Reaction 1030.# 1775.# 58% 12.5' Adjacent 2 D+L
TL Deflection 0.2140" 0.7016" L/786 20.22' Odd Spans D+L
LL Deflection 0.1661" 0.3508" L/999+ 20.22' Odd Spans L
TL Defl.,Lt. 0.0489" 2L/980 0' Odd Spans D+L
LL Defl.,Lt. -0.0334" 2L/999+ 0' Even Spans L
Control: Max Int.React.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Left cantilever allowable shear is for joist only
SIMPSON All product names are trademarks of their respective owners KAMI L HENDERSON
Strong-Tie EWP MANAGER
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
NROseburgr .
J7 MAIN 1-25-16
2:26pm
m. A I orest Products Company 1 of 1
CS Beam 2015.7.0.1
kmBeamEngine 4.13.10.1
Materials Database 1543
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: Beam 1
n 1r
/ / /
11 0 0 14 6 0
® 2560
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" 312# -15#
2 11' 0.000" Wall DFL Plate(625psi) 3.500" 3.500" 1103# —
3 25' 6.000" Wall DFL Plate(625psi) 3.500" 1.750" 418# —
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 257#(192p1f) 55#(42p10
2 849#(637p1f) 255#(191 plf)
3 327#(245p1f) 91#(68p1f)
Design spans
10' 9.375" 14' 3.375"
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 1254.'# 2820.'# 44% 19.57' Even Spans D+L
Negative Moment 1441.'# 2820.'# 51% 11' Total Load D+L
Shear 596.# 1220.# 48% 11' Total Load D+L
End Reaction 418.# 1151.# 36% 25.5' Even Spans D+L
Int.Reaction 1103.# 1775.# 62% 11' Total Load D+L
TL Deflection 0.2167" 0.7141" L/790 18.85' Even Spans D+L
LL Deflection 0.1753" 0.3570" L/977 18.85' Even Spans L
Control: Max Int.React.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks at their respective owners KAMI L HENDERSON
EWP MANAGER
Strong-Tie Copyright(C)2015 by Simpson Strong-lie 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