41 -069 CS Roof Girder CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
1 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG1 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 6.66 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 5.94" 1 156 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 5.94" 383 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 2' 1.13" 0 45 Live
Replacement Uniform (PLF) Top 0' 0.00" 2' 1.13" 129 0 Snow
Replacement Uniform (PLF) Top 1' 5.94" 2' 8.31" 1 152 Live
Replacement Uniform (PLF) Top 1' 5.94" 2' 8.31" 373 0 Snow
Replacement Uniform (PLF) Top 2' 1.13" 3' 10.75" 0 40 Live
Replacement Uniform (PLF) Top 2' 1.13" 3' 10.75" 114 0 Snow
Replacement Uniform (PLF) Top 2' 8.31" 3' 10.75" 1 148 Live
Replacement Uniform (PLF) Top 2' 8.31" 3' 10.75" 364 0 Snow
Replacement Uniform (PLF) Top 3' 10.75" 5' 1.19" 1 144 Live
Replacement Uniform (PLF) Top 3' 10.75" 5' 1.19" 354 0 Snow
Replacement Uniform (PLF) Top 3' 10.75" 5' 8.38" 0 35 Live
Replacement Uniform (PLF) Top 3' 10.75" 5' 8.38" 99 0 Snow
Replacement Uniform (PLF) Top 5' 1.19" 6' 3.63" 1 140 Live
Replacement Uniform (PLF) Top 5' 1.19" 6' 3.63" 344 0 Snow
Replacement Uniform (PLF) Top 5' 8.38" 7' 6.06" 0 29 Live
Replacement Uniform (PLF) Top 5' 8.38" 7' 6.06" 85 0 Snow
Replacement Uniform (PLF) Top 6' 3.63" 7' 6.06" 1 136 Live
Replacement Uniform (PLF) Top 6' 3.63" 7' 6.06" 335 0 Snow
Replacement Uniform (PLF) Top 7' 6.06" 8' 1.81" 1 133 Live
Replacement Uniform (PLF) Top 7' 6.06" 8' 1.81" 327 0 Snow
Replacement Uniform (PLF) Top 7' 6.06" 8' 8.44" 0 25 Live
Replacement Uniform (PLF) Top 7' 6.06" 8' 8.44" 73 0 Snow
Replacement Uniform (PLF) Top 8' 1.81" 9' 4.25" 1 75 Live
Replacement Uniform (PLF) Top 8' 1.81" 9' 4.25" 184 0 Snow
Replacement Uniform (PLF) Top 8' 8.44" 10' 6.06" 0 21 Live
Replacement Uniform (PLF) Top 8' 8.44" 10' 6.06" 61 0 Snow
Replacement Uniform (PLF) Top 9' 4.25" 10' 6.69" 0 67 Live
Replacement Uniform (PLF) Top 9' 4.25" 10' 6.69" 164 0 Snow
Replacement Uniform (PLF) Top 10' 6.06" 12' 3.75" 0 16 Live
Replacement Uniform (PLF) Top 10' 6.06" 12' 3.75" 46 0 Snow
Replacement Uniform (PLF) Top 10' 6.69" 11' 9.13" 0 59 Live
Replacement Uniform (PLF) Top 10' 6.69" 11' 9.13" 145 0 Snow
Replacement Uniform (PLF) Top 11' 9.13" 12' 11.56" 0 51 Live
Replacement Uniform (PLF) Top 11' 9.13" 12' 11.56" 125 0 Snow
Replacement Uniform (PLF) Top 12' 3.75" 14' 1.38" 0 11 Live
Replacement Uniform (PLF) Top 12' 3.75" 14' 1.38" 32 0 Snow
Replacement Uniform (PLF) Top 12' 11.56" 14' 1.94" 0 43 Live
Replacement Uniform (PLF) Top 12' 11.56" 14' 1.94" 106 0 Snow
Replacement Uniform (PLF) Top 14' 1.38" 15' 11.00" 0 6 Live
Replacement Uniform (PLF) Top 14' 1.38" 15' 11.00" 17 0 Snow
Replacement Uniform (PLF) Top 14' 1.94" 15' 4.38" 0 35 Live
Replacement Uniform (PLF) Top 14' 1.94" 15' 4.38" 87 0 Snow
Replacement Uniform (PLF) Top 15' 4.38" 16' 6.81" 0 27 Live
Replacement Uniform (PLF) Top 15' 4.38" 16' 6.81" 67 0 Snow
Replacement Uniform (PLF) Top 15' 11.00" 17' 2.81" 0 2 Live
Replacement Uniform (PLF) Top 15' 11.00" 17' 2.81" 5 0 Snow
Replacement Uniform (PLF) Top 16' 6.81" 17' 2.81" 0 22 Live
Replacement Uniform (PLF) Top 16' 6.81" 17' 2.81" 53 0 Snow
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
2 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
1 2
17 2 13
17 2 13 9 6 12Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder SPF Plate (425psi) N/A N/A 4831# --
2 17' 2.812" Girder SPF Plate (425psi) N/A N/A 2676# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 9# 3253# 1579#
2 5# 1765# 911#
Design spans
19' 0.500"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 16232.'# 24466.'# 66% 7.49' Total Load D+S
Shear 3571.# 9081.# 39% 0.3' Total Load D+S
TL Deflection 1.0542" 1.2695" L/216 8.16' Total Load D+S
LL Deflection 0.7049" 0.9522" L/324 8.16' Total Load S
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
3 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG3 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.2 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 0 11 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 0 11 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 31 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 31 0 Snow
Replacement Uniform (PLF) Top 1' 2.75" 2' 2.75" 0 20 Live
Replacement Uniform (PLF) Top 1' 2.75" 2' 2.75" 0 20 Live
Replacement Uniform (PLF) Top 1' 2.75" 2' 2.75" 57 0 Snow
Replacement Uniform (PLF) Top 1' 2.75" 2' 2.75" 57 0 Snow
Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 0 29 Live
Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 0 29 Live
Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 83 0 Snow
Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 83 0 Snow
Replacement Uniform (PLF) Top 3' 2.75" 4' 2.75" 0 38 Live
Replacement Uniform (PLF) Top 3' 2.75" 4' 2.75" 0 38 Live
Replacement Uniform (PLF) Top 3' 2.75" 4' 2.75" 109 0 Snow
Replacement Uniform (PLF) Top 3' 2.75" 4' 2.75" 109 0 Snow
Replacement Uniform (PLF) Top 4' 2.75" 4' 10.75" 0 46 Live
Replacement Uniform (PLF) Top 4' 2.75" 4' 10.75" 131 0 Snow
Replacement Uniform (PLF) Top 4' 2.75" 16' 2.75" 0 42 Live
Replacement Uniform (PLF) Top 4' 2.75" 16' 2.75" 122 0 Snow
Replacement Uniform (PLF) Top 4' 10.75" 5' 10.75" 0 53 Live
Replacement Uniform (PLF) Top 4' 10.75" 5' 10.75" 153 0 Snow
Replacement Uniform (PLF) Top 5' 10.75" 6' 10.75" 1 62 Live
Replacement Uniform (PLF) Top 5' 10.75" 6' 10.75" 179 0 Snow
Replacement Uniform (PLF) Top 6' 10.75" 7' 10.75" 1 71 Live
Replacement Uniform (PLF) Top 6' 10.75" 7' 10.75" 206 0 Snow
Replacement Uniform (PLF) Top 7' 10.75" 8' 10.75" 1 80 Live
Replacement Uniform (PLF) Top 7' 10.75" 8' 10.75" 232 0 Snow
Replacement Uniform (PLF) Top 8' 10.75" 16' 2.75" 1 85 Live
Replacement Uniform (PLF) Top 8' 10.75" 16' 2.75" 245 0 Snow
1 2
16 2 12
16 2 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.780" 2648# --
2 16' 2.750" Wall SPF Plate (425psi) N/A 2.472" 3677# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 5# 1885# 764#
2 8# 2648# 1028#
Design spans
15' 5.500"
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
4 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 13256.'# 33390.'# 39% 8.89' Total Load D+S
Shear 3083.# 10706.# 28% 15.07' Total Load D+S
TL Deflection 0.3516" 0.7729" L/527 8.11' Total Load D+S
LL Deflection 0.2526" 0.5153" L/734 8.11' Total Load S
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
5 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG12 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: -12.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 0' 4.00" 23 7 Snow
Replacement Uniform (PLF) Top 0' 0.00" 13' 0.00" 23 7 Snow
Replacement Uniform (PLF) Top 0' 4.00" 1' 3.00" 23 7 Snow
Replacement Uniform (PLF) Top 1' 3.00" 5' 0.00" 23 7 Snow
Replacement Uniform (PLF) Top 5' 0.00" 9' 8.00" 23 7 Snow
Replacement Uniform (PLF) Top 5' 0.00" 17' 0.00" 0 42 Live
Replacement Uniform (PLF) Top 5' 0.00" 17' 0.00" 122 0 Snow
Replacement Uniform (PLF) Top 9' 8.00" 17' 0.00" 23 7 Snow
Replacement Uniform (PLF) Top 13' 0.00" 17' 0.00" 23 7 Snow
Point (LBS) Top 5' 0.00" 2 362 Live
Point (LBS) Top 5' 0.00" 772 0 Snow
1 2
1 0 0 16 0 0
17 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 1' 0.000" Wall SPF Plate (425psi) N/A 1.588" 2362# --
2 17' 0.000" Wall SPF Plate (425psi) N/A 1.522" 2264# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 3# 1516# 846#
2 3# 1454# 810#
Design spans
1' 5.000" (left cant) 22' 1.000"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 9667.'# 24466.'# 39% 8.03' Total Load D+S
Negative Moment 41.'# 24466.'# 0% 1' Total Load D+S
Shear 1554.# 9081.# 17% 1.01' Total Load D+S
TL Deflection 0.8716" 1.4722" L/304 8.81' Total Load D+S
LL Deflection 0.5634" 1.1041" L/470 8.81' Total Load S
TL Defl., Lt. -0.1817" 0.2000" 2L/186 0' Total Load D+S
LL Defl., Lt. -0.1176" 0.2000" 2L/288 0' Total Load S
Control: TL Defl., Lt.
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
6 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG13 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: -12.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.4 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 0' 4.00" 23 7 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 3.00" 23 7 Snow
Replacement Uniform (PLF) Top 0' 4.00" 5' 0.00" 23 7 Snow
Replacement Uniform (PLF) Top 1' 3.00" 17' 0.00" 23 7 Snow
Replacement Uniform (PLF) Top 5' 0.00" 9' 8.00" 23 7 Snow
Replacement Uniform (PLF) Top 9' 8.00" 13' 0.00" 23 7 Snow
Replacement Uniform (PLF) Top 9' 8.00" 17' 0.00" 1 85 Live
Replacement Uniform (PLF) Top 9' 8.00" 17' 0.00" 245 0 Snow
Replacement Uniform (PLF) Top 13' 0.00" 17' 0.00" 23 7 Snow
Point (LBS) Top 9' 8.00" 9 1405 Live
Point (LBS) Top 9' 8.00" 3271 0 Snow
1 2 3
1 0 0 8 8 0 7 4 0
17 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 1' 0.000" Wall SPF Plate (425psi) N/A 1.500" 254# --
2 9' 8.000" Wall SPF Plate (425psi) N/A 4.703" 6996# --
3 17' 0.000" Wall SPF Plate (425psi) N/A 1.500" 1320# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 0# 134# 120#
2 12# 4748# 2248#
3 2# 866# 454#
Design spans
1' 5.000" (left cant) 12' 3.062" 9' 9.938"
Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1943.'# 22091.'# 8% 13.49' Total Load D+S
Negative Moment 1614.'# 22091.'# 7% 9.67' Total Load D+S
Shear 966.# 8603.# 11% 9.67' Total Load D+S
TL Deflection 0.0363" 0.6551" L/999+ 13.49' Total Load D+S
LL Deflection 0.0241" 0.4913" L/999+ 13.49' Total Load S
TL Defl., Lt. 0.0010" 0.2000" 2L/999+ 0' Total Load D+S
LL Defl., Lt. 0.0012" 0.2000" 2L/999+ 0' Total Load S
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
7 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG14 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 12.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.2 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 0' 10.75" 0 3 Live
Replacement Uniform (PLF) Top 0' 0.00" 0' 10.75" 0 3 Live
Replacement Uniform (PLF) Top 0' 0.00" 0' 10.75" 9 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 0' 10.75" 9 0 Snow
Replacement Uniform (PLF) Top 0' 10.75" 4' 2.75" 23 7 Snow
Replacement Uniform (PLF) Top 0' 10.75" 4' 2.75" 23 7 Snow
Replacement Uniform (PLF) Top 4' 2.75" 5' 2.44" 0 4 Live
Replacement Uniform (PLF) Top 4' 2.75" 5' 2.44" 0 4 Live
Replacement Uniform (PLF) Top 4' 2.75" 5' 2.44" 13 0 Snow
Replacement Uniform (PLF) Top 4' 2.75" 5' 2.44" 13 0 Snow
Replacement Uniform (PLF) Top 5' 2.44" 6' 2.44" 0 11 Live
Replacement Uniform (PLF) Top 5' 2.44" 6' 2.44" 0 11 Live
Replacement Uniform (PLF) Top 5' 2.44" 6' 2.44" 39 0 Snow
Replacement Uniform (PLF) Top 5' 2.44" 6' 2.44" 39 0 Snow
Replacement Uniform (PLF) Top 6' 2.44" 7' 2.44" 0 19 Live
Replacement Uniform (PLF) Top 6' 2.44" 7' 2.44" 0 19 Live
Replacement Uniform (PLF) Top 6' 2.44" 7' 2.44" 65 0 Snow
Replacement Uniform (PLF) Top 6' 2.44" 7' 2.44" 65 0 Snow
Replacement Uniform (PLF) Top 7' 2.44" 8' 2.44" 0 26 Live
Replacement Uniform (PLF) Top 7' 2.44" 8' 2.44" 0 26 Live
Replacement Uniform (PLF) Top 7' 2.44" 8' 2.44" 91 0 Snow
Replacement Uniform (PLF) Top 7' 2.44" 8' 2.44" 91 0 Snow
Replacement Uniform (PLF) Top 8' 2.44" 9' 2.44" 0 34 Live
Replacement Uniform (PLF) Top 8' 2.44" 9' 2.44" 0 34 Live
Replacement Uniform (PLF) Top 8' 2.44" 9' 2.44" 117 0 Snow
Replacement Uniform (PLF) Top 8' 2.44" 9' 2.44" 117 0 Snow
Replacement Uniform (PLF) Top 9' 2.44" 9' 6.44" 0 38 Live
Replacement Uniform (PLF) Top 9' 2.44" 9' 6.44" 0 39 Live
Replacement Uniform (PLF) Top 9' 2.44" 9' 6.44" 131 0 Snow
Replacement Uniform (PLF) Top 9' 2.44" 9' 6.44" 135 0 Snow
Replacement Uniform (PLF) Top 9' 6.44" 10' 6.44" 0 38 Live
Replacement Uniform (PLF) Top 9' 6.44" 10' 6.44" 0 44 Live
Replacement Uniform (PLF) Top 9' 6.44" 10' 6.44" 131 0 Snow
Replacement Uniform (PLF) Top 9' 6.44" 10' 6.44" 152 0 Snow
Replacement Uniform (PLF) Top 10' 6.44" 11' 0.00" 0 38 Live
Replacement Uniform (PLF) Top 10' 6.44" 11' 0.00" 0 48 Live
Replacement Uniform (PLF) Top 10' 6.44" 11' 0.00" 131 0 Snow
Replacement Uniform (PLF) Top 10' 6.44" 11' 0.00" 166 0 Snow
Replacement Uniform (PLF) Top 11' 0.00" 12' 0.00" 0 38 Live
Replacement Uniform (PLF) Top 11' 0.00" 12' 0.00" 0 48 Live
Replacement Uniform (PLF) Top 11' 0.00" 12' 0.00" 131 0 Snow
Replacement Uniform (PLF) Top 11' 0.00" 12' 0.00" 166 0 Snow
Replacement Uniform (PLF) Top 12' 0.00" 13' 0.00" 0 38 Live
Replacement Uniform (PLF) Top 12' 0.00" 13' 0.00" 0 48 Live
Replacement Uniform (PLF) Top 12' 0.00" 13' 0.00" 131 0 Snow
Replacement Uniform (PLF) Top 12' 0.00" 13' 0.00" 166 0 Snow
Replacement Uniform (PLF) Top 13' 0.00" 13' 2.75" 0 38 Live
Replacement Uniform (PLF) Top 13' 0.00" 13' 2.75" 0 47 Live
Replacement Uniform (PLF) Top 13' 0.00" 13' 2.75" 131 0 Snow
Replacement Uniform (PLF) Top 13' 0.00" 13' 2.75" 161 0 Snow
Replacement Uniform (PLF) Top 13' 2.75" 14' 0.00" 0 38 Live
Replacement Uniform (PLF) Top 13' 2.75" 14' 0.00" 0 47 Live
Replacement Uniform (PLF) Top 13' 2.75" 14' 0.00" 131 0 Snow
Replacement Uniform (PLF) Top 13' 2.75" 14' 0.00" 161 0 Snow
Replacement Uniform (PLF) Top 14' 0.00" 15' 0.00" 0 38 Live
Replacement Uniform (PLF) Top 14' 0.00" 15' 0.00" 0 47 Live
Replacement Uniform (PLF) Top 14' 0.00" 15' 0.00" 131 0 Snow
Replacement Uniform (PLF) Top 14' 0.00" 15' 0.00" 161 0 Snow
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 0 38 Live
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 0 47 Live
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 10 6- 2-17
9:25am
8 of 8
All product names are trademarks of their respective owners
Copyright (C) 2016 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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 131 0 Snow
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 161 0 Snow
Replacement Uniform (PLF) Top 16' 0.00" 17' 0.00" 0 38 Live
Replacement Uniform (PLF) Top 16' 0.00" 17' 0.00" 0 47 Live
Replacement Uniform (PLF) Top 16' 0.00" 17' 0.00" 131 0 Snow
Replacement Uniform (PLF) Top 16' 0.00" 17' 0.00" 161 0 Snow
Replacement Uniform (PLF) Top 17' 0.00" 18' 2.75" 0 38 Live
Replacement Uniform (PLF) Top 17' 0.00" 18' 2.75" 0 47 Live
Replacement Uniform (PLF) Top 17' 0.00" 18' 2.75" 131 0 Snow
Replacement Uniform (PLF) Top 17' 0.00" 18' 2.75" 161 0 Snow
Point (LBS) Top 0' 10.75" 1 255 Live
Point (LBS) Top 0' 10.75" 494 0 Snow
Point (LBS) Top 0' 10.75" 5 811 Live
Point (LBS) Top 0' 10.75" 1757 0 Snow
Point (LBS) Top 4' 2.75" 2 272 Live
Point (LBS) Top 4' 2.75" 2 412 Live
Point (LBS) Top 4' 2.75" 546 0 Snow
Point (LBS) Top 4' 2.75" 865 0 Snow
1 2 3
13 0 0 5 2 12
18 2 12 18 2 12Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 3.377" 5024# --
2 13' 0.000" Wall SPF Plate (425psi) N/A 3.933" 5851# --
3 18' 2.750" Wall SPF Plate (425psi) N/A 1.500" -- -423#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 9# 3350# 1673#
2 11# 3908# 1943#
3 0# -266# -156#
Design spans
17' 10.062" 6' 10.188"
Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Review gravity uplift reaction force of 424lbs at bearing 3 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7693.'# 33390.'# 23% 4.23' Total Load D+S
Negative Moment 7114.'# 33390.'# 21% 13' Total Load D+S
Shear 2177.# 10706.# 20% 0.39' Total Load D+S
TL Deflection 0.1995" 1.1893" L/999+ 6.06' Total Load D+S
LL Deflection 0.1317" 0.8920" L/999+ 6.06' Total Load S
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives